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NCARB PDD Exam Syllabus Topics:
Topic
Details
Topic 1
- 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 2
- 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 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
- 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
- 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 (Q45-Q50):
NEW QUESTION # 45
Refer to the exhibit.
The exterior cast-in-place concrete wall of a heated building is insulated with polyurethane slabs.
The concrete will be warmest in the winter if the insulation is applied as shown in which of the following?
- A. D
- B. A
- C. B
- D. C
Answer: A
Explanation:
To keep the concrete warmest in winter, place the continuous insulation on the exterior so the concrete mass stays inside the thermal envelope and sees interior temperatures. This reduces heat loss, limits risk of interstitial condensation at the concrete surface, and improves thermal lag. Option D shows all polyurethane insulation on the outside of the wall; A and B place some or all insulation inside, and C splits it-both allow more winter heat loss from the concrete.
PDD references: Building envelope heat flow & thermal mass strategy; continuous insulation placement (ASHRAE Fundamentals; NCARB ARE 5.0 PDD-Envelope & Thermal/Moisture Protection, CSI Div 07).
NEW QUESTION # 46
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. 0.024
- B. 0.240
- C. 0.043
- D. 0.052
Answer: C
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 # 47
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. 3%
- B. 2%
- C. 1.5%
Answer: C
Explanation:
Reference:
NCARB ARE 5.0 Review Manual, Site Design and Civil Engineering chapter
Sanitary sewer design principles and slope requirements
NEW QUESTION # 48
Option 1 is the originally designed connection detail for a banner hanging system of steel tube beams and threaded rods in a high atrium space. The threaded rod connections to the structure are fabricated as part of the structure. The remaining members are field fabricated. The weights of beam and banner are identical at each level. Option 2 has been proposed to alleviate constructability issues. The structural ramifications must be evaluated before this change can be approved.
Click on the nut in option 2 that will realize a greater load due to the proposed change.
Answer:
Explanation:
Explanation:
The upper nut at the top connection in Option 2 (the nut above the upper tube beam, highlighted at left).
By moving the threaded rod off the member's centroid in Option 2, the connection becomes eccentric. That eccentricity introduces a prying/bending moment at the rod/beam interface in addition to the vertical load from the banner and beam. In a through#rod with a nut above and below the member, the bottom nut primarily resists the direct gravity load in the concentric case (Option 1). When eccentricity is added (Option
2), rotation of the member about the rod induces additional uplift on the top nut (prying action), thereby increasing the force in the top nut relative to the concentric case.
Hence, the nut that will realize the greater load due to the proposed change is the upper nut at the top connection.
References
* NCARB ARE 5.0 PDD Handbook - Structural Systems & Detailing: Connections and eccentric loading.
* AISC Steel Design Guide: Prying Action in Bolted Connections (eccentric connections increase tensile force on the "prying" fastener).
* Ching, Building Construction Illustrated - Steel connections and load paths.
NEW QUESTION # 49
Which of the following documents would the architect need in order to prepare the specifications?
- A. Geotechnical report, building sections, and room finish schedule
- B. Legal survey, engineering drawings, and door schedule
- C. Architectural floor plans, room finish schedule, and traffic management plan
- D. Legal survey, geotechnical report, and traffic management plan
Answer: A
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 # 50
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