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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q41-Q46):

NEW QUESTION # 41
Which statement accurately describes the use of an electrical conduit?

A. Rigid polyvinyl chloride conduit provides a system ground path.
B. Aluminum conduit is a cost-effective alternative to steel conduit because it can be used in all locations steel conduit is used.
C. A separate ground wire is required to avoid a shock hazard when using steel conduit.
D. Steel conduit is used to support and protect the conductors.

Answer: D

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Steel conduit is primarily used to support and protect electrical conductors from physical damage and to provide mechanical protection. It can also serve as an equipment grounding conductor in many applications, but a separate ground wire is sometimes still required depending on code and installation specifics.
Option A is incorrect because steel conduit often acts as the grounding path, so a separate ground wire is not always required.
Aluminum conduit (B) is not commonly used in all the same locations as steel, especially due to corrosion concerns.
PVC conduit (C) is nonmetallic and does not provide a grounding path; a separate ground wire is needed.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Electrical Systems
The Architect's Handbook of Professional Practice, 15th Edition - Electrical Systems

NEW QUESTION # 42
Which existing site elements are most important to locate in preparing a schematic design phase site plan for an adaptive reuse project?

A. Utilities and services
B. Structures and site improvements to be removed
C. Structures and site elements programmed to remain

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
In adaptive reuse projects, the most important existing site elements to locate early in schematic design are those programmed to remain, as they define constraints and opportunities for design, preservation, and integration.
Structures to be removed (A) are important but secondary as they will not impact final design.
Utilities and services (B) are critical but often identified after understanding existing building layout.
Focusing on elements to remain ensures the design respects existing conditions and capitalizes on retained assets.
References:
ARE 5.0 PPD - Project Integration of Program and Systems, Adaptive Reuse The Architect's Handbook of Professional Practice, 15th Edition - Site Analysis

NEW QUESTION # 43
Which of the following strategies is most appropriate for a new shopping center to be constructed on a nearly flat site flowing into a municipal subsurface storm-drainage system that is at capacity during a 5-year storm?

A. Conducting all site drainage along the curbs of service streets
B. Grading roads, locating buildings, and sizing culverts to create retention basins
C. Sectioning, sizing, and pitching drainage ways, culverts, and basins to reduce runoff time
D. Extending the storm sewers to catch basins in all roads and drives in the development

Answer: B

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
When the municipal storm-drain system is at capacity during frequent storms, site design must incorporate on- site stormwater management to reduce runoff and delay peak flows.
Option B is the most effective strategy: grading the site and positioning buildings and infrastructure to create retention basins allows water to be temporarily stored on site, reducing the volume and rate of runoff entering the municipal system. This also aids in groundwater recharge and helps comply with stormwater management regulations.
Extending storm sewers (A) without capacity improvements only increases burden on an already overloaded system.
Reducing runoff time (C) can exacerbate peak flows by quickly directing water to the storm drains.
Conducting drainage along curbs (D) is standard but does not solve capacity issues if the municipal system is overloaded.
Thus, on-site retention and detention through basin creation is preferred.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Site and Stormwater Design The Architect's Handbook of Professional Practice, 15th Edition - Site Planning and Stormwater Management

NEW QUESTION # 44
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. 12" diameter peeled log columns with glulam beams and 4" wood decking
B. 6" precast concrete columns, beams, and 8" precast concrete planks
C. 3" light gauge steel columns with 6" "z" purlins and 28 gauge corrugated metal decking
D. 6 x 6 cedar columns with 6" light gauge "z" purlins and fire retardant treated plywood decking
E. 8" cast-in-place concrete columns and beams and 8" precast planks
F. 6" diameter steel columns with open web girders and joists

Answer: A,D,F

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 # 45

Refer to the exhibit (building subjected to wind with force diagrams A, B, C, D).
Which of the force diagrams shown correctly represents the resultant wind forces causing an overturning effect on the building and the forces that resist this overturning effect? (Direction and point of application of forces are to be considered; magnitude of forces is not.)

A. D
B. C
C. A
D. B

Answer: C

Explanation:
The diagram shows a building exposed to wind loading, which causes lateral pressure (P_w) on the windward wall and suction (negative pressure) on the leeward wall, generating an overturning moment about the base of the building.
* Diagram A correctly shows:
* The wind pressure (P_w) pushing on the windward wall, producing a lateral force applied at approximately two-thirds the building height (h), which tends to overturn the building.
* The wind suction (P_l) pulling on the leeward wall, acting in the opposite direction but also contributing to the overturning moment.
* The reaction forces at the base resist this overturning: an uplift force (negative vertical reaction) on the windward side and a downward force on the leeward side, counterbalancing the moment.
* Diagrams B, C, and D incorrectly orient or place the forces or reactions, failing to accurately depict the overturning moment and the corresponding resisting forces.
NCARB ARE 5.0 PPD guidelines on environmental conditions emphasize understanding wind load effects, including lateral pressures, suction, overturning moments, and foundation reactions essential for structural design and safety.
References:
ARE 5.0 Project Planning & Design Content Outline: Environmental Conditions and Context - Wind Loads and Structural Response ASCE 7-16: Minimum Design Loads for Buildings and Other Structures (Wind Load Provisions) The Architect's Handbook of Professional Practice, 15th Edition, Chapter 13: Building Codes, Standards, and Regulations

NEW QUESTION # 46
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