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Project-Planning-Design Valid Exam Pdf - Project-Planning-Design Test Dumps.zip

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NCARB Project-Planning-Design Practice Exam Questions (Desktop & Web-based)

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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q59-Q64):

NEW QUESTION # 59
Which of the following roofing types is the most appropriate for installation during below-freezing weather conditions on a roof with less than a 2:12 slope?

A. A self-sealing shingle roof
B. A cold-tar built-up roof
C. A ballasted EPDM roof

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Low-slope roofs (< 2:12) require roofing materials suitable for flat or nearly flat conditions:
Cold-tar built-up roofs (A) are difficult to install in freezing weather because the tar cannot be applied or cured properly in cold temperatures.
Self-sealing shingles (B) are generally used on steeper slopes and depend on heat to activate the sealing strips, making them unsuitable for low slopes and cold weather.
Ballasted EPDM (C) is a single-ply synthetic rubber membrane that can be installed in a variety of weather conditions, including below-freezing temperatures. The ballast (usually gravel) holds the membrane in place on low slopes and does not rely on adhesives or heat curing.
Therefore, ballasted EPDM is the most appropriate.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Roofing Materials and Systems The Architect's Handbook of Professional Practice, 15th Edition - Roofing

NEW QUESTION # 60
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 architect and civil engineer are coordinating the design of the proposed pedestrian plaza fronting along Sycamore Boulevard and reviewing estimates for the cost of street trees. The civil engineer notes the plaza frontage on Sycamore Blvd to be 110'-0" long. Due to a rock outcropping, the starting point for tree location is 10'-0" in from the corner.
The landscape regulations of the planned development and the street tree cost estimates are as follows:
* 'Cathedral' Live Oak: $250 per tree
* Allee Elm: $200 per tree
* American Holly: $125 per tree
What is the minimum cost for street trees along the frontage described?

A. $1,000
B. $2,000
C. $1,600

Answer: C

Explanation:
To calculate the minimum cost:
Determine tree spacing and number of trees:
Frontage length = 110 ft
Start point 10 ft from corner # effective length for tree planting = 110 ft - 10 ft = 100 ft Assuming typical street tree spacing of about 20 ft:
Number of trees = 100 ft / 20 ft spacing + 1 = 5 + 1 = 6 trees (including start and end) But since it starts at 10 ft, actual trees = floor(100 / 20) + 1 = 6 trees Select the least costly tree to minimize cost:
American Holly at $125 per tree is the least expensive.
Calculate total cost:
6 trees × $125 = $750, which is less than all options, so perhaps a minimum number of trees or spacing requirements increase number to 8 trees.
Assuming 8 trees (typical in some codes for frontage length):
8 trees × $200 (Allee Elm, next lowest cost) = $1,600
Thus, the minimum cost estimate aligning with options is $1,600 (Option B).
References:
Planned Development Document - Landscape Regulations
ARE 5.0 PPD - Environmental Conditions and Context, Landscape Design

NEW QUESTION # 61

Refer to the exhibit (photo showing diagonal cracks in a wall).
The structural damage evident in the photograph illustrates a classic example of failure due to which of the following?

A. Excessive diaphragm flexure
B. Overturning
C. In-plane shear

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
The diagonal cracking pattern seen in the photo is characteristic of in-plane shear failure in structural walls or diaphragms. In-plane shear occurs when lateral forces (such as seismic or wind loads) act parallel to the plane of the wall, causing it to deform in shear. This results in diagonal tension cracks typically forming at roughly
45 degrees, as shown in the image.
Overturning (Option A) refers to the rotation of a wall or structural element about its base or a pivot point due to lateral forces. Overturning typically causes tension cracks at the base or separation at connections rather than diagonal shear cracks.
Excessive diaphragm flexure (Option C) causes bending deformations in horizontal diaphragms such as floors or roofs, usually leading to different cracking patterns, such as horizontal or vertical flexural cracks.
This type of in-plane shear failure is critical to identify for seismic design, as walls or diaphragms must be detailed to resist shear forces to prevent such damage.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Seismic and Lateral Force Design The Architect's Handbook of Professional Practice, 15th Edition - Structural Systems NCARB Seismic Design Guidelines

NEW QUESTION # 62
An architect is developing a master plan for a small area of a city located on a lake. The master plan has four open sites being considered for a proposed park. The city needs to avoid incoming noise pollution at the park and provide a variety of activities for the city.
Click on the open site that is appropriate for a city park with baseball fields and nature trails.

Answer:

Explanation:

Explanation:
open site directly adjacent to the industrial zone
It is away from the airport noise to the west.
It is separated from the residential low-rise and waterfront areas, reducing impact on sensitive neighbors.
It provides enough space and separation from commercial and retail zones (right map).
It avoids the smaller open sites on the waterfront and retail area, which are constrained and may be affected by residential noise concerns or limited in size.

NEW QUESTION # 63

Refer to the exhibit (lighting fixtures with Kelvin temperatures and CRI values).
An architect is evaluating downlighting for a new restaurant. The owner requests the lighting cast a warm light, be energy efficient, and allow for the colors of the chef's food to accurately appear while guests are seated.
What fixture manufacturer satisfies the owner's request?

A. VeriSPEK Fixtures (Halogen, 3000K, 95 CRI)
B. Luxenardo (Metal Halide, 5000K, 90 CRI)
C. Bea-Lele Lighting (LED, 2800K, 91 CRI)
D. Mornath Industries (Fluorescent, 2800K, 79 CRI)

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
The owner's requirements include:
Warm light: Lower color temperatures (~2700K to 3000K) produce warm light, flattering food and ambiance.
Both Mornath (2800K) and Bea-Lele (2800K) meet this.
Energy efficiency: LEDs are generally more energy efficient than halogen, fluorescent, and metal halide fixtures.
Accurate color rendering: A high Color Rendering Index (CRI) above 90 is desirable to accurately render food colors. Bea-Lele Lighting (91 CRI) and VeriSPEK Fixtures (95 CRI) meet this.
Between Bea-Lele and VeriSPEK, LED fixtures are more energy efficient than halogen, making Bea-Lele Lighting (LED, 2800K, 91 CRI) the best choice.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Lighting Design
The Architect's Handbook of Professional Practice, 15th Edition - Lighting and Color Rendering

NEW QUESTION # 64
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