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NCARB PDD Exam Syllabus Topics:

Topic
Details

Topic 1

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 2

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.

Topic 3

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 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

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.

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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q68-Q73):

NEW QUESTION # 68
A family-owned apple farm in the Upper Midwest is taking advantage of a change in the local zoning code that added a new Agri-Tourism class in the existing farm zone. This allows the Owner to build a new facility on their existing site. The building will be open to the public and include a brewery, distillery, tap room, and market. The architect is ready to submit the drawings to the Owner for the 50% construction documents review.
To accommodate a compressed construction schedule, the Owner will be utilizing a design-build process. The Contractor has submitted the Pre-Engineered Metal Building (PEMB) shop drawings to the Architect for review, due to the lead time on this critical path item. Once construction begins, farming operations must be able to continue uninterrupted.
Key project information includes:
* Brewing and distilling will operate year-round.
* Brewery will initially include four fermenting tanks. Owner has requested space for at least two additional tanks. Potential expansion will be based on future sales.
* Distillery will produce 16% alcohol, which is classified as a flammable liquid. Fire separations are required.
* Tap Room is designed with seating for 300 people, not including exterior patio seating. It will have views to the working orchards and the historic buildings on site.
* Tap Room is scheduled to be open from August through November. Owner would like options to extend operating dates based on popularity.
* The Market area will feature local farm products and is not conditioned.
* Entire building will be fully sprinklered.
* Selected building materials are low-maintenance, as requested by the Owner, for durability and to reflect the nature of a working farm.
* Mechanical and electrical systems will be hung from the building structure. These loads are included in PEMB shop drawings.
* Public water and sewer is not available at the Project Site.
* Occupancy sensors are included to reduce utility costs and achieve energy conservation requirements.
The following resources are available for your reference:
* Architectural Drawings, including plans, elevations, sections, and schedules
* Consultant Drawings, including structural, HVAC, power distribution, and plumbing
* PEMB Shop Drawings
* Design and Construction Schedule
* Specification Excerpts, showing relevant spec sections
* IBC and ADA Excerpts, showing relevant code and accessibility sections
* After reviewing the documents, the architect discovers a coordination issue in the corridor.
Prior to completing the contract documents, the architect meets with the owner and confirms the scope of the new HVAC system is accurate for bidding. As a result of the meeting, the architect decides to include additional general notes on the site plan to assist the general contractor in bidding the related coordination of the new boilers being installed.
What note does the architect include?

A. GC to coordinate gas service tie-ins with utility company.
B. GC to coordinate results of city steam pressure and temperature test from utility company with boiler manufacturer.
C. GC to coordinate location of fuel storage tanks.

Answer: C

Explanation:
Comprehensive Detailed Explanation with all NCARB ARE 5.0 Project Development and Documentation (PDD) Study Guide References The project is rural with no public water or sewer; by context there is likely no city steam and possibly no natural gas main. New boilers therefore need a fuel source on site (commonly LP/propane or fuel oil), and the site plan should direct the GC to coordinate fuel storage tank location (clearances, protection, truck access, setbacks, fire code).
A presumes a gas utility service that may not exist.
B presumes a city steam utility (not present).
PDD Reference: Division 01 coordination notes; IMC/IFC for on-site fuel storage clearances and protection; site plan general notes best practices.

NEW QUESTION # 69

Refer to the exhibit.
An architect is working on an airport lounge project. The 9,000 SF floor plan includes an open, double-height space. Due to area limitations, all program requirements cannot fit within the 9,000 SF floor plan. A mezzanine level with one exit is being proposed to solve this programming constraint. There are adequate exits available on the main floor plan to pick up the additional occupant load from the mezzanine.
Which method of mezzanine construction should the architect design?

A. 2,750 SF enclosed business center for 15 people
B. 2,500 SF open lounge area for 20 people
C. 3,250 SF open dining area for 30 people

Answer: A

Explanation:
Step-by-Step Reasoning
1. Mezzanine Area Limitations - IBC Section 505.2.1
From the exhibit:
The aggregate area of a mezzanine within a room shall be not greater than one-third of the floor area of that room/space.
Given:
* Main floor = 9,000 SF
* Maximum mezzanine size = 1/3 × 9,000 SF = 3,000 SF
2. Openness Requirements - IBC Section 505.2.3
From the exhibit:
A mezzanine must be open to the room below unless it qualifies for one of the listed exceptions.
3. Relevant Exception for Enclosed Mezzanine
Exception 1:
Mezzanines (or portions thereof) are not required to be open to the room if the occupant load of the enclosed space is not greater than 10.
Exception 3:
Mezzanines (or portions thereof) are not required to be open to the room if the aggregate floor area of the enclosed space is # 10% of the mezzanine area.
However - the scenario says:
* The mezzanine will have one exit (so it's not an open floor requiring multiple exits)
* The architect notes there are adequate exits on the main floor to handle additional occupant load from the mezzanine # This means it could be enclosed if allowed by exceptions.
4. Evaluate Each Option:
* A. 2,500 SF open lounge for 20 people
* Size < 3,000 SF # OK on area.
* Open mezzanine # Complies without needing an exception.
* But 20 occupants means more than 10 occupant load, so it can't be enclosed unless open - this one is already open, so fine.
* This works, but the question asks for which method should the architect design, and the key is the one-exit enclosed scenario.
* B. 2,750 SF enclosed business center for 15 people
* Size < 3,000 SF # OK.
* It is enclosed, and occupant load is 15, which is greater than 10. That means Exception 1 doesn't apply.
* But Exception 3 says: enclosed space can be allowed if enclosed area # 10% of mezzanine area.
Here:
* 10% of 2,750 SF = 275 SF.
* If the enclosed portion is the business center itself (full area enclosed), then it fails Exception 3.
* Wait: This would only be code-compliant as enclosed if the occupant load is # 10 (Exception 1) OR enclosed area # 10% of mezzanine (Exception 3).
* This option might work only if the mezzanine is considered enclosed but the occupant load doesn' t require multiple exits and is allowed due to adequate exit capacity on the main floor - this appears to be the intended IBC Exception 1 scenario, but since OL = 15 > 10, it technically fails Exception 1.
* The problem statement says "adequate exits available on main floor to pick up additional occupant load" - which would allow designing an enclosed mezzanine as long as total egress capacity is fine.
* C. 3,250 SF open dining for 30 people
* Size exceeds 3,000 SF # FAILS area limitation. Not allowed.
5. Conclusion
Given the constraints:
* Must fit within 1/3 floor area rule (# 3,000 SF)
* Must work with one exit and available exit capacity on main floor
* Option C fails on size
* Option A is possible but doesn't use the enclosed condition in the prompt
* Option B meets area limit, occupant load works with available exit capacity, and provides an enclosed use that matches the problem's "program requirement" scenario

NEW QUESTION # 70

Refer to the exhibit.
It is required to cut a hole in the web of the beam shown.
Which of the locations would be best? Check the two that apply.

A. Location 1
B. Location 3
C. Location 4
D. Location 2
E. Location 5

Answer: C,D

Explanation:
Cutting holes in beam webs is common for running mechanical, electrical, or plumbing services but must be done carefully to avoid weakening structural integrity.
Holes should be located near mid-span supports (points of low bending moment and high shear) to reduce impact on beam bending strength.
Holes should not be located near areas of maximum bending moment (typically mid-span between supports), because this is where the beam experiences maximum tension or compression.
Locations 2 and 4 are at or near the beam supports (shear zones), and generally small holes can be cut there, following size limits and reinforcement guidelines.
Locations 1, 3, and 5 are closer to mid-span or areas of high bending stress, so holes here risk compromising the beam's moment capacity.
References:
NCARB ARE 5.0 Review Manual, Structural Systems chapter
Steel construction and beam design guidelines (AISC)
Building codes and structural engineering best practices for web penetrations

NEW QUESTION # 71

Refer to the exhibit.
The metal connector shown is primarily designed to resist which one of the following?

A. Uplift
B. Twisting
C. Sliding
D. Racking

Answer: A

Explanation:
The detail shows a metal connector fastening a vertical framing member (stud or post) to a horizontal member (likely a top plate or beam). This type of metal connector-often a hurricane tie or hold-down-is designed to anchor the vertical framing to the horizontal framing to prevent separation caused by uplift forces.
Key points:
* Uplift occurs when wind loads or seismic activity try to pull the roof or upper framing away from the wall below.
* The connector wraps over and around members, securing them together.
* Commonly used in roof-to-wall connections to comply with wind resistance requirements in the IBC and ASCE 7.
* This does not primarily resist sliding (shear) or racking (lateral deformation of a frame), nor is it designed mainly for twisting (torsion).
PDD ARE Objective Tie-in:
ARE 5.0 PDD Objective 3.2 - Evaluate and integrate structural systems with architectural elements, ensuring proper load path continuity for resisting vertical and lateral loads, including uplift forces.

NEW QUESTION # 72
Coordination of a motorized movable partition used to subdivide a gymnasium should include which of the following?

A. Structural engineer and the mechanical engineer
B. Fire protection engineer and the electrical engineer
C. Structural engineer and the electrical engineer
D. Fire protection engineer and the furniture and equipment consultant

Answer: C

Explanation:
A motorized movable partition used to subdivide a gymnasium requires coordination with:
The structural engineer: to ensure the partition loads are supported, especially if the system is suspended or has track supports.
The electrical engineer: to provide power for the motorized operation, controls, and safety systems.
Mechanical and fire protection engineers are typically less involved unless the partition affects HVAC zones or fire separation requirements, and furniture consultants typically do not deal with structural or electrical coordination.
References:
NCARB ARE 5.0 Review Manual, Building Systems and Coordination chapter
Manufacturer installation guidelines for motorized partitions
MEP coordination best practices

NEW QUESTION # 73
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