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[General] Pdf Project-Planning-Design Files, Exam Project-Planning-Design Blueprint

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【General】 Pdf Project-Planning-Design Files, Exam Project-Planning-Design Blueprint

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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
  • 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 4
  • 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 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.

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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q32-Q37):NEW QUESTION # 32
For a three-story building, which of the following is considered a vertical irregularity with respect to seismic design?
  • A. Interior symmetrically placed shear walls are four times as stiff as perimeter columns.
  • B. The effective mass of story 2 is two times the mass of story 1.
  • C. The effective mass of the roof is one-half the mass of the floor immediately below.
  • D. The building has a significant reentrant corner on the front side.
Answer: B
Explanation:
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

NEW QUESTION # 33

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. 150 ft per minute
  • B. 170 ft per minute
  • C. 130 ft per minute
  • D. 110 ft per minute
Answer: A
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 # 34
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 After construction, the owner asks the architect to integrate sustainable features that would offset building operational costs and have minimal changes to the existing design and future development.
Which of the following sustainable features should the architect consider?
  • A. Roof-mounted PV panels
  • B. Ground-mounted PV panels
  • C. Building-mounted vertical sunshades
Answer: A
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Roof-mounted photovoltaic (PV) panels are the most appropriate sustainable feature to offset building operational costs with minimal design changes, especially in a mixed-use development with planned future expansion.
Building-mounted vertical sunshades (A) require design integration and may affect exterior finishes and daylighting.
Ground-mounted PV panels (C) require additional land and site preparation, which could conflict with future development plans and site constraints.
Roof-mounted PV panels maximize use of existing roof space, reduce energy costs, and are relatively easy to integrate with minimal impact on building massing or future phases.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Renewable Energy
Planned Development Document

NEW QUESTION # 35
What is the primary benefit of underground detention with controlled discharge to a waterway?
  • A. Ensuring the protection of groundwater purity
  • B. Providing a new wetlands environment
  • C. Maximizing the developable site area
  • D. Minimizing site improvement costs
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Underground detention systems store stormwater beneath the surface, reducing runoff rates by releasing water slowly to waterways. The primary benefit is that they minimize surface land use for detention basins, thereby maximizing the developable site area available for buildings and landscaping.
Groundwater purity protection (A) is managed by treatment practices but is not the primary benefit of detention.
Site improvement costs (C) may increase due to system complexity.
Creating wetlands (D) relates to retention basins, not underground detention.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Stormwater Management The Architect's Handbook of Professional Practice, 15th Edition - Site Planning and Drainage
________________________________________

NEW QUESTION # 36
An existing building containing the maximum allowable area may be extended horizontally provided the extension is separated from the existing building by which one of the following?
  • A. An outside space separation of at least 10 ft
  • B. A fire-rated shutter
  • C. A water curtain
  • D. A fire wall
Answer: D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
According to the International Building Code (IBC) and reflected in the NCARB Project Planning & Design guidelines, when an existing building has reached the maximum allowable floor area, horizontal extensions (additions) can be made only if there is a proper separation between the existing structure and the new addition. This separation must prevent fire spread and protect structural integrity.
A fire wall is a continuous, fire-resistive barrier designed to prevent the spread of fire between adjacent buildings or different parts of a building. It must have structural stability under fire conditions and can allow the two portions of the building to be treated as separate structures for area calculations, effectively permitting expansion beyond the allowable area of a single building.
Fire-rated shutters (Option A) are movable devices used for compartmentation but are not intended for permanent separation of building areas.
Outside space separation of at least 10 ft (Option B) is generally insufficient for full area separation unless it meets specific fire-resistance rating and distance requirements that typically exceed 10 feet.
Water curtains (Option D) are active fire protection devices but are not substitutes for passive separations required by code to extend allowable building area.
Thus, the correct method to extend a building beyond its maximum allowable area is to separate it with a fire wall, as per NCARB and IBC provisions.
References:
ARE 5.0 PPD - Codes and Regulations, Building Area and Occupancy Separation IBC 2018, Chapter 7: Fire and Smoke Protection Features The Architect's Handbook of Professional Practice, 15th Edition - Fire Protection

NEW QUESTION # 37
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