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72. Frage
An architect's client is focused on lighting energy savings and daylighting design in a new 3,000 ft² commercial building addition to expand showroom and office square footage. The client requests reasonable daylighting measures in the design.
What should the architect recommend to the client?
Antwort: D
Begründung:
Comprehensive and Detailed Explanation From Exact Extract:
Daylight-responsive control systems automatically adjust electric lighting based on available natural light, reducing energy use and improving occupant comfort.
Isolating lighting to a single zone (A) limits effectiveness.
Limiting daylight access (C) reduces benefits.
Increasing sunlight near tasks (D) can cause glare.
Thus, providing daylight-responsive electric lighting control is recommended.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Daylighting
The Architect's Handbook of Professional Practice, 15th Edition - Lighting Design
73. Frage
For a three-story building, which of the following is considered a vertical irregularity with respect to seismic design?
Antwort: A
Begründung:
Comprehensive and Detailed Explanation From Exact Extract:
In seismic design, vertical irregularities are discontinuities or abrupt changes in the building's mass, stiffness, or geometry that can affect seismic response and increase vulnerability during an earthquake. The NCARB ARE 5.0 Project Planning & Design guidelines describe vertical irregularities as changes occurring along the height of the building.
* Option C describes a mass irregularity where story 2 has twice the effective mass of story 1. According to seismic code provisions (such as those referenced in ASCE 7 and adopted by IBC), a vertical mass irregularity is present if the effective seismic mass in any story is more than 150% (1.5 times) or less than 70% (0.7 times) of the mass of an adjacent story. Here, doubling the mass is a significant vertical irregularity that affects the dynamic behavior and design.
* Option A, the roof mass being half that of the floor below, is a decrease in mass but less than the typical threshold of 30% difference (the ratio is 0.5, which is a 50% difference). This might also be considered, but the mass irregularity is more typically flagged at the 1.5x or 0.7x threshold and tends to be more critical in lower floors, making C the clearer choice.
* Option B describes a reentrant corner, which is a horizontal plan irregularity, not vertical. Reentrant corners affect torsional behavior but are not classified as vertical irregularities.
* Option D refers to stiffness differences between interior shear walls and perimeter columns but, when symmetrically placed, this is not necessarily considered an irregularity. Vertical stiffness irregularities are defined by abrupt stiffness changes in vertical elements, but symmetry mitigates torsional effects.
The presence of vertical mass irregularities significantly influences seismic forces distribution, dynamic response, and the potential for torsional motions. Designers must recognize these irregularities per NCARB guidelines and apply appropriate structural detailing and design modifications to meet life-safety requirements.
References:
ARE 5.0 Project Planning & Design Outline: Environmental Conditions and Context - Seismic Design Considerations NCARB ARE 5.0 Guidelines, Seismic Design and Irregularities ASCE 7-16, Chapter 12 - Seismic Design Criteria The Architect's Handbook of Professional Practice, 15th Edition, Chapter 13: Building Codes, Standards, and Regulations
74. Frage 
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?
Antwort: D
Begründung:
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
75. Frage
A new gallery is being built and requires shading elements to protect the light-sensitive artwork on display.
Which of the following are design criteria relevant to the design of shading components on the west facade of the new gallery? Check the three that apply.
Antwort: A,C,D
Begründung:
Comprehensive and Detailed Explanation From Exact Extract:
For shading design on west facades:
Height of the wall (A): Determines the scale and proportion of shading devices.
Solar Heat Gain Coefficient (SHGC) of glazing (C): Influences how much solar radiation passes through windows.
Spacing and depth of vertical louvers (D): Controls shading effectiveness against low-angle afternoon sun.
Low-E glazing (E) helps but is glazing performance, not shading design.
Annual temperature (B) is climatic but less directly relevant.
Adjacent building heights (F) influence shading from surroundings but are secondary.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Solar Control
The Architect's Handbook of Professional Practice, 15th Edition - Sustainable Design
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76. Frage
Which plumbing criteria will offer a flexible design for a 15-story office building?
Antwort: A
Begründung:
Comprehensive and Detailed Explanation From Exact Extract:
Locating restrooms in a central core is a common strategy in high-rise office buildings to centralize plumbing stacks, reduce pipe runs, and improve flexibility for tenant fit-outs. This allows easier plumbing access and efficient vertical stacking of plumbing fixtures.
Stacking restrooms outside the core (A) increases plumbing complexity and reduces space efficiency.
Separating plumbing and mechanical chases (C) can complicate coordination.
A two-pipe hydronic system (D) relates to heating/cooling, not plumbing fixture layout.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Plumbing Systems
The Architect's Handbook of Professional Practice, 15th Edition - High-Rise Building Design
77. Frage
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