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Title: PDD Valid Exam Discount, PDD Cert [Print This Page]

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Title: PDD Valid Exam Discount, PDD Cert
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NCARB PDD Exam Syllabus Topics:
TopicDetails
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
  • 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
  • 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 4
  • 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 5
  • 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.

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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q63-Q68):NEW QUESTION # 63
Which of the following documents would the architect need in order to prepare the specifications?
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 # 64
In addition to reducing heat conductance, the thermal break in the construction of metal window frames does which of the following?
Answer: C
Explanation:
A thermal break in metal window frames interrupts the conductive path of heat through the frame, reducing heat transfer.
This reduces the chance that the interior surface of the frame will drop below the dew point temperature, thereby reducing condensation (surface moisture buildup).
Thermal breaks do not increase air infiltration; they help maintain thermal performance.
They reduce sound transmission, so B is incorrect.
Thermal breaks typically increase cost and complexity, so D is incorrect.
Reference:
NCARB ARE 5.0 Review Manual, Building Enclosure and Materials chapters
Fenestration performance and condensation control guides

NEW QUESTION # 65

Refer to the exhibit.
The construction method shown in the detail should be used to prevent cracking in which of the following situations?
Answer: A
Explanation:
The detail shows a steel runner with sheetrock and screws, typical for drywall suspended ceiling assemblies.
This construction method is commonly used in concrete frame buildings with drywall ceilings suspended below the structural slab.
It helps prevent cracking by accommodating building movement and separating finish materials from structural movement.
Structural steel frame buildings with plaster ceilings typically have different finish and framing details.
Concrete flat slabs with exposed ceilings have no finish requiring such assemblies.
Exposed steel frames without partitions don't need drywall framing.
Reference:
NCARB ARE 5.0 Review Manual, Materials and Assemblies chapter
Interior finishes and drywall system installation guides (Gypsum Association)

NEW QUESTION # 66
A significant advantage of glass-fiber-reinforced concrete panels over architectural precast concrete panels is which one of the following?
Answer: D
Explanation:
Glass-fiber-reinforced concrete (GFRC) panels offer several advantages compared to architectural precast concrete panels:
GFRC panels are lighter due to their thin profile and use of fiber reinforcement, reducing structural load and facilitating installation.
Precast concrete panels are heavier and thicker.
Strength of GFRC is adequate but typically not higher than traditional precast.
Quality control and fabrication time are comparable or vary depending on the project and fabrication process.
Therefore, the significant advantage is decreased weight.

NEW QUESTION # 67
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 # 68
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