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PDD Valid Test Braindumps | Original PDD Questions
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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q35-Q40):
NEW QUESTION # 35
An architect has a contract with a local school district to redesign a school reception office to ensure a more efficient interaction between office staff, students, and parents. The following instructions are given to the architect:
* The renovation scope is limited to the footprint only of the existing reception office.
* Additional staff is not proposed for the renovated area.
* The existing ceiling and associated fixtures will be protected from damage during construction.
* The construction of the renovation must occur during the 10-week summer break.
Which of the following series drawings should be included in the documents set?
- A. Structural
- B. Mechanical
- C. Electrical
- D. Plumbing
Answer: C
Explanation:
The scope involves interior renovation of an existing school reception office, limited to the footprint and protecting existing ceiling and fixtures. Additional staff is not proposed, and construction is during a defined
10-week summer break.
Plumbing is unlikely to require new or modified systems unless specified; not mentioned here.
Structural changes are not indicated since footprint remains same and no structural modifications are noted.
Mechanical changes would typically be required if HVAC or ventilation systems are altered, but the ceiling and fixtures (likely including diffusers) must be protected and are presumably left unchanged.
Electrical modifications are common in interior renovations to accommodate lighting, power outlets, communication systems, and potentially security or reception technology updates.
Thus, electrical drawings should be included to cover these updates.
Reference:
NCARB ARE 5.0 Review Manual, Project Development and Documentation, Construction Documents chapter Typical interior renovation scopes often require electrical updates to accommodate new equipment and code compliance.
NEW QUESTION # 36
Temporary shoring of a masonry wall should remain in place until what point?
- A. Lateral bracing connections are complete
- B. Foundations are backfilled
- C. Mortar joints are struck
- D. Horizontal reinforcing is installed
Answer: A
Explanation:
(PDD) Study Guide References:
Temporary shoring in masonry construction supports walls until they gain sufficient stability. It should remain in place until:
The wall is laterally braced or tied back to a stable structure to resist wind and other lateral loads.
Mortar may have hardened but shoring removal depends on the overall stability.
Horizontal reinforcing and backfilling provide some support but do not replace lateral bracing.
Thus, temporary shoring should remain until all lateral bracing connections are complete, ensuring the wall's stability.
Reference:
NCARB ARE 5.0 Review Manual, Construction Methods chapter
Masonry construction standards and OSHA guidelines on temporary shoring
NEW QUESTION # 37
During the documentation of an office building, the owner requests a fitness center amenity be added to the scope. The mechanical engineer informs the architect that the mechanical unit currently located on a utility mezzanine will need to increase in size to accommodate the required increased capacity.
Who should the architect confirm with that the larger unit will work in this location?
- A. Authority having jurisdiction
- B. Building owner
- C. Accessibility consultant
- D. Structural engineer
Answer: D
Explanation:
When the mechanical unit on a utility mezzanine increases in size:
The structural engineer must confirm the mezzanine can support the increased weight and dynamic loads of the larger unit.
The architect coordinates with the structural engineer to ensure structural integrity.
The building owner is informed but not responsible for technical assessment.
The authority having jurisdiction (AHJ) oversees code compliance but not structural verification.
Accessibility consultant deals with accessibility issues, not mechanical equipment sizing.
Reference:
NCARB ARE 5.0 Review Manual, Project Development and Documentation chapter Building systems coordination and structural integration
NEW QUESTION # 38
During an analysis of an existing sanitary sewer crossing a proposed building site, it was determined that the outflow invert at one manhole was 120 feet and the inflow invert at the next manhole, which is 200 feet downstream, was 117 feet.
What is the percentage of slope between the two manholes?
- A. 1.5%
- B. 3%
- C. 2%
Answer: A
Explanation:
Reference:
NCARB ARE 5.0 Review Manual, Site Design and Civil Engineering chapter
Sanitary sewer design principles and slope requirements
NEW QUESTION # 39
During plan review of an office building, the reviewer informs the architect of new regulations that require storage rooms greater than 150 sf be 1-hour fire rated. The proposed design has three 200 sf storage rooms that must meet the fire protection requirements. The architect needs to recommend how to meet this requirement with minimal effect on cost, time, and program.
- A. Make four 150 sf storage rooms and redistribute throughout the building.
- B. Make six 100 sf storage rooms and redistribute throughout the building.
- C. Construct storage rooms using rated concrete masonry.
- D. Construct storage rooms using metal studs and Type X gypsum board.
Answer: D
Explanation:
When new plan#review rules require 1-hour fire-resistance for storage rooms >150 sf, the least cost/time
/program impact is typically a 1-hour gypsum board assembly (metal studs with Type X on each side per UL
/GA listings).
A). CMU: durable but higher material and labor cost; heavier, slower to install.
C/D. Splitting rooms: Avoids the rating but disrupts program, adds doors/partitions, circulation, and can increase costs and complexity.
PDD References: IBC Ch. 7 Fire & Smoke Protection Features; GA/UL fire#rated wall assemblies; ARE 5.0 PDD-Code compliance strategies and cost/time implications of alternative assemblies.
NEW QUESTION # 40
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