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NCARB PDD Exam Syllabus Topics:

TopicDetails
Topic 1
  • 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 2
  • 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 3
  • 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 4
  • 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 5
  • 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.

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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q19-Q24):

NEW QUESTION # 19
Before construction documents are complete, the owner requests a review of the timeline allowed for ASIs, RFIs, RFPs, and change orders as defined in the project manual.
Which section of the project manual is relevant to this request?

Answer: C

Explanation:
The owner's request for review of ASIs (Architect's Supplemental Instructions), RFIs (Requests for Information), RFPs (Requests for Proposals), and change orders relates to contract modifications.
Section 01 26 00 in the project manual typically covers Contract Modification Procedures, including timelines and processes for handling these changes.
AIA Document A201 is the general conditions but does not detail specific timelines.
Supplementary Conditions modify A201 but usually don't detail these timelines.
Section 01 35 16 is specific to alteration projects, not general contract mod procedures.
Reference:
NCARB ARE 5.0 Review Manual, Project Management chapter
CSI MasterFormat and project manual organization guides


NEW QUESTION # 20

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?

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 # 21
Which of the following documents would the architect need in order to prepare the specifications?

Answer: B

Explanation:
To prepare project specifications, the architect requires documents that inform about site conditions, building construction, and interior finishes:
Geotechnical report provides soil conditions, foundation recommendations, and site constraints.
Building sections provide detailed information on assemblies, materials, and vertical relationships.
Room finish schedule identifies finishes, materials, and related specifications for interior spaces.
Legal surveys, traffic management plans, and door schedules are important for planning and design coordination but less directly informative for writing specifications.
References:
NCARB ARE 5.0 Review Manual, Project Development and Documentation chapter CSI Construction Specifications Practice guides Project delivery and documentation best practices


NEW QUESTION # 22

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?

Answer: C

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 # 23
In which of the following locations in concrete masonry should a control joint be placed?

Answer: A

Explanation:
Control joints in concrete masonry walls are designed to accommodate movement caused by thermal expansion, moisture changes, and settlement.
Control joints should be placed at locations of stress concentration, such as changes in wall height, changes in wall thickness, or at large wall expanses.
They are not placed at the first course of masonry (which is typically reinforced and anchored to the foundation).
They are generally not placed at window corners or in the center of window openings but rather at planned intervals or changes in geometry.
Placing a control joint at changes in wall height allows movement without cracking.
References:
NCARB ARE 5.0 Review Manual, Materials and Assemblies chapter
Masonry design and control joint placement per ASTM standards
Masonry construction manuals (e.g., NCMA TEK)


NEW QUESTION # 24
......

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