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Quiz 2026 High Hit-Rate NCARB PDD Valid Test Question
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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q37-Q42):
NEW QUESTION # 37
The building permit plan review for a small, two-story residential project with a crawlspace issues the following comment to the architect:
"No under floor access shown in plans. Please locate and note locations of under floor access." Site conditions will not allow access to the crawlspace from the exterior.
What drawing will the architect need to update to satisfy the reviewer's comment?
- A. Foundation Plan
- B. Second Floor Framing Plan
- C. Main Floor Framing Plan
Answer: C
Explanation:
Understanding the Reviewer's Comment
* The under-floor access refers to an access opening to the crawlspace.
* Crawlspaces are located below the main floor framing and above the foundation.
* The International Residential Code (IRC) Section R408.4 requires access openings to under-floor spaces, either from the exterior or the interior.
* If site conditions prevent exterior access, access must be provided from inside the building - typically through a framed opening in the main floor.
Why the Main Floor Framing Plan is Correct
* Main Floor Framing Plan shows the joists, beams, and floor openings above the crawlspace.
* The under-floor access opening (often between joists, covered by a hatch) must be framed into the main floor structure to allow entry to the crawlspace.
* This plan will clearly show the location and framing details of the access hatch for contractor reference.
Why the Other Options Are Incorrect:
* A. Second Floor Framing Plan - The crawlspace is not under the second floor, so no access opening would be framed here.
* C. Foundation Plan - Shows foundation walls, footings, piers, and crawlspace layout, but the actual framed access opening is in the floor system above, not in the foundation drawing. The note about providing access might be referenced here, but the physical location and framing would be shown on the main floor framing plan.
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Integration of Building Materials & Systems - Coordination between structural drawings and code requirements.
* Code Reference: IRC R408.4 - Access Opening Requirements for Under-Floor Spaces.
* Source References:
* Architectural Graphic Standards - Crawlspace access detailing
* Building Construction Illustrated (Ching) - Floor framing over crawlspaces
NEW QUESTION # 38
Given the information below, which of the following is the cost of 1,850 sq. ft. of brick veneer?
* Cost of brick - $500 per 1,000 brick
* Cost of masonry cement, sand, etc. - $160 per 1,000 brick
* Cost of labor - $675 per 1,000 brick
* 680 bricks per 100 sq. ft.
* 5% waste of material
- A. $16,794
- B. $19,732
- C. $17,634
- D. $15,520
Answer: C
NEW QUESTION # 39
Specifications and details for repointing deteriorated masonry joints in historic soft-brick buildings should result in which one of the following?
- A. The duplication of original mortar strength
- B. An increased mortar strength over the original mortar
- C. Deeper joint profiles
- D. A bond between the existing masonry and the new mortar that is stronger than the brick
Answer: A
Explanation:
Understanding the Problem
This question is about historic masonry restoration - specifically, repointing deteriorated mortar joints in soft-brick buildings.
Historic bricks, especially those made before the early 20th century, are often much softer and more porous than modern high-fired bricks. The mortar originally used was also softer, usually lime-based, which allowed for thermal movement, moisture permeability, and protection of the brick units.
Why the Correct Answer is "Duplication of Original Mortar Strength"
* Best practice in preservation (as outlined in the Secretary of the Interior's Standards for the Treatment of Historic Properties) is to match the original mortar in strength, composition, permeability, and appearance.
* A mortar stronger than the original can cause the softer brick to crack or spall under thermal or moisture stresses, because the brick will end up being the weaker link and take the damage.
* Duplication ensures that the new mortar works compatibly with the old masonry system - allowing for similar vapor transmission and structural flexibility.
Why the Other Options Are Incorrect:
* B. Increased mortar strength over the original mortar - This is harmful in historic soft-brick construction. Stronger cement-based mortars can trap moisture in the brick, leading to freeze-thaw damage and spalling.
* C. A bond stronger than the brick - This would cause the brick to fail first when stress occurs, which is undesirable in preservation work.
* D. Deeper joint profiles - Deeply raking out joints unnecessarily can damage surrounding brick edges and change the visual proportions; repointing depth should only be enough to remove deteriorated mortar (typically 2-2.5 times the joint width).
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Integration of Building Materials & Systems - Historic Preservation Techniques
* Key Resources:
* The Secretary of the Interior's Standards for Rehabilitation & Illustrated Guidelines for Rehabilitating Historic Buildings
* National Park Service Preservation Brief 2: "Repointing Mortar Joints in Historic Masonry Buildings"
* Building Construction Illustrated - Masonry Restoration
* Key Preservation Principle: "New mortar should match the historic mortar in composition, strength, and vapor permeability."
NEW QUESTION # 40
The walls of typical light wood-frame buildings can most economically be made resistive to lateral shear forces, without major alteration to the existing structure, through the use of which one of the following?
- A. Wood gusset plates
- B. Moment-resistive connections
- C. Plywood sheathing
- D. Exterior board sheathing run horizontally
Answer: C
Explanation:
For light wood-frame buildings, the most economical way to develop lateral shear capacity-often without major structural alteration-is to add/upgrade wood structural panel (plywood/OSB) shear walls fastened to studs and plates per nailing schedules. This provides diaphragm and wall#shear resistance with minimal added framing.
A). Moment connections in wood are labor-intensive and uncommon in light framing.
C). Horizontal board sheathing provides limited shear compared to plywood.
D). Gusset plates do not create a continuous shear diaphragm/wall.
PDD refs: AWC SDPWS (wood shear walls & diaphragms); ARE 5.0 PDD-Structural systems for lateral loads in light-frame construction; IBC Ch. 23.
NEW QUESTION # 41
In coordination of construction documents, heating duct clearances and tolerances in suspended ceiling plenum spaces should be cross-checked with the mechanical engineer and which one of the following?
- A. Electrical contractor
- B. Ceiling manufacturer
- C. Structural engineer
- D. HVAC contractor
Answer: B
Explanation:
When coordinating construction documents, heating duct clearances and tolerances in suspended ceiling plenum spaces must be verified with:
The mechanical engineer (for duct sizing and layout)
The ceiling manufacturer (to confirm the clearance requirements, installation tolerances, and compatibility with the ceiling system) The ceiling manufacturer provides critical information on allowable spacing, panel sizes, suspension system limits, and any required clearances around ducts or pipes that run above the ceiling.
Other parties:
HVAC contractor executes installation but follows design and ceiling guidelines Electrical contractor coordinates separate systems Structural engineer focuses on load and framing, not ceiling duct clearance Reference:
NCARB ARE 5.0 Review Manual, Project Development and Documentation, Coordination chapter Architectural and MEP coordination best practices Manufacturer specifications for suspended ceiling systems
NEW QUESTION # 42
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