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NCARB PDD Exam Syllabus Topics:

Topic
Details

Topic 1

Project Manual & Specifications: This section of the exam measures the skills of Specifications Writers and emphasizes the importance of developing documentation that goes beyond drawings. Candidates must understand how to identify and prioritize elements needed to prepare, maintain, and refine both the project manual and project specifications. It also assesses the ability to align and coordinate these specifications with the construction documents to ensure consistency and accuracy.

Topic 2

Integration of Building Materials & Systems: This section of the exam measures the skills of Architectural Designers and focuses on the ability to resolve and integrate various building systems into cohesive project goals. It covers analyzing architectural systems and technologies, determining the size of structural, mechanical, electrical, and plumbing systems, and incorporating specialty systems such as acoustics, lighting, security, and communications. It also evaluates the ability to detail how multiple building systems work together and to coordinate across disciplines to achieve a unified design.

Topic 3

Construction Documentation: This section of the exam measures skills of Project Architects and addresses the creation and management of project documentation. Candidates are expected to demonstrate knowledge of documenting building design and site features, preparing detailed architectural drawings, and applying industry standards to produce a coordinated set of construction documents. The section also includes understanding how project changes impact documentation and how to communicate these updates effectively to both the design team and the client.:

Topic 4

Codes & Regulations: This section of the exam measures skills of Building Code Specialists and examines how codes and regulations apply at a detailed level during documentation. Candidates are expected to demonstrate knowledge of compliance with the International Building Code (IBC) as well as other specialty regulations, as well as how to interpret and apply these standards to ensure design and documentation meet legal and safety requirements.

Topic 5

Construction Cost: This section of the exam measures the skills of Construction Managers and focuses on the financial side of project execution. It evaluates the ability to analyze construction cost estimates to confirm that they align with project design intent and budgetary constraints. Although this is the smallest section, it is critical for ensuring projects remain feasible and economically viable.

NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q13-Q18):

NEW QUESTION # 13
In a brick veneer wall, what is the primary purpose of the 2-inch air space between the back of the brick and the sheathing?

A. To meet the minimum R-value
B. Allow for differential movement
C. Provide space for roof drain piping
D. Minimize mortar bridging

Answer: D

Explanation:
Purpose of the Air Space in Brick Veneer Walls
In a typical brick veneer cavity wall assembly, there is an air space between the back side of the brick and the sheathing (or water-resistive barrier) of the structural wall. This space is typically 1 to 2 inches wide and serves several critical functions:
* Moisture Drainage and Ventilation
* Rainwater can penetrate brick veneer through joints and cracks.
* The air cavity allows water to drain down the back of the veneer to flashing and out through weep holes.
* It also provides ventilation to help dry out the wall assembly.
* Minimizing Mortar Bridging
* During construction, mortar can drop down into the cavity from bricklaying.
* If mortar bridges across to the sheathing, it can create a path for moisture to move into the structure.
* The 2-inch cavity helps reduce the chance that mortar droppings will fully bridge the gap, ensuring the drainage plane stays functional.
Why Other Options Are Incorrect:
* A. To meet the minimum R-value - The air space in brick veneer is not designed as insulation; its thermal benefit is minimal compared to continuous insulation layers.
* B. Allow for differential movement - Brick veneer differential movement is accommodated by wall ties and control joints, not by the air cavity.
* C. Provide space for roof drain piping - Roof drainage piping is routed separately and is not part of the brick veneer cavity design.
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Building Envelope Systems - Masonry Wall Assemblies
* Source References:
* Building Construction Illustrated (Ching) - Brick Veneer Wall Sections and Cavity Function
* Architectural Graphic Standards - Masonry Veneer Construction Details
* BIA (Brick Industry Association) Technical Notes 21 & 21A - Cavity Wall Design and Construction Key Principle:
A 2-inch air cavity behind brick veneer is primarily to ensure proper drainage and to minimize mortar bridging, which would otherwise allow moisture intrusion into the building.

NEW QUESTION # 14
The design of a 10-story residential building features a curtain wall system on all four elevations. Due to diurnal temperature swings in the area, the curtain wall will need a thermal break to prevent the transfer of heat into the building.
Click on the thermal break in the pressure-plate mullion detail.

Answer:

Explanation:

In the provided pressure-plate curtain wall mullion detail, the thermal break is typically located between the interior and exterior aluminum components of the mullion to prevent conductive heat transfer.
# Thermal Break Location:
Look for the black or dark shaded strip in the middle of the mullion where the two separate metal parts meet - this strip is a non-metallic insulating material (usually polyamide or other plastic) that interrupts the metal-to-metal connection between interior and exterior.
In this image, the thermal break is located:
## In the vertical center of the mullion, between the inner and outer aluminum extrusions, where a black isolator or separator is shown (just above and below the screw/fastener).
Clicking on this narrow dark band (thermal isolator) between the inner and outer components of the curtain wall mullion would be the correct hotspot answer.

NEW QUESTION # 15

Refer to the exhibit.
What will the overall coefficient of Heat Transmission (U-value) of the building assembly illustrated in the attached figure become if unfaced R-19 batt insulation is added in the stud spaces in the wall cavity?

A. 0.240
B. 0.043
C. 0.052
D. 0.024

Answer: B

Explanation:
From the exhibit, the existing wall has a total thermal resistance R = 4.12.
Overall heat transmission (U-value) is U = 1/R = 1/4.12 # 0.24, which matches the figure.
If unfaced R#19 batt insulation is added in the stud cavity, the total resistance increases by 19:
A math equations and numbers AI-generated content may be incorrect.

References (ARE PDD Study):
* Architectural Graphic Standards-Thermal properties of envelope assemblies; R and U relationships.
* Building Construction Illustrated (Ching)-Heat flow through walls and calculating U-values.
* NCARB ARE 5.0 Handbook-PDD: Building Envelope performance and energy calculations.

NEW QUESTION # 16

Refer to the exhibit.
For which of the following connections could diagonal bracing be eliminated?

A. C
B. B
C. D
D. A

Answer: D

Explanation:
The diagrams depict metal stud or curtain wall connections to structural frames under wind loading. Diagonal bracing can be eliminated when the connection itself provides lateral restraint in both directions.
A: Shows a connection with angles or plates attached to resist both in-plane and out-of-plane forces, creating a moment-resisting connection that can handle wind loads without diagonal bracing.
B, C, D: These connections allow slip or have limited fixity-requiring separate bracing to resist lateral loads.
PDD Reference: ARE 5.0 PDD "Structural Systems-Lateral load resistance in curtain wall and stud framing connections"; AISC Steel Design Guide for cladding attachment; Curtain wall engineering details.

NEW QUESTION # 17
The client requests to limit daylighting in a second-story bedroom located in the northeast corner of a new house, especially in the mornings. The architect is considering options for the windows in terms of quantity, size, type, and location, and notes that emergency escape and rescue openings must provide a minimum clear opening of 5.7 square feet.

A. One 3' x 5' double-hung window on the north wall
B. One 4' x 4' fixed window on the north wall
C. Two 3' x 2' casement windows on the east wall
D. Three 2' x 2' awning windows on the east wall

Answer: A

Explanation:
Emergency egress requires minimum 5.7 sq ft clear opening (net).
Double-hung windows' clear opening is about half the sash area. A 3'×5' nominal size gives # 3×2.5 = 7.5 sq ft gross, ~6.25 sq ft clear # meets code.
North wall placement minimizes direct morning sunlight (vs. east wall).
A: 2'×2' awning # too small and awnings don't count for egress in most cases.
B: Fixed windows do not meet egress operability requirements.
C: Two 3'×2' casements on east wall # each only 6 sq ft gross, and east wall gets morning sun, opposite client' s goal.
PDD Reference: IBC §1030 Emergency Escape and Rescue; ARE 5.0 PDD "Code compliance-Daylighting control & egress."

NEW QUESTION # 18
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