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Title: Updated NCARBPDD Exam Questions in PDF Format for Quick Preparation [Print This Page]

Author: iantayl421    Time: yesterday 14:30
Title: Updated NCARBPDD Exam Questions in PDF Format for Quick Preparation
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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
  • 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
  • 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
  • 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 (Q57-Q62):NEW QUESTION # 57

Refer to the exhibit.
In the curtain wall systems shown, each of the aluminum mullions is designed to allow for which of the following?
Answer: D
Explanation:
1. Understanding the Diagram
The three sections in the exhibit show different curtain wall mullion profiles (vertical and horizontal sections) designed for glazing systems.
In curtain wall design, aluminum mullions must accommodate:
* Structural loads (wind, dead load of glass, seismic)
* Thermal expansion and contraction of metal members
* Building movement (floor-to-floor deflection, live load, creep, seismic drift)
2. Why Vertical Expansion is Relevant
* The vertical mullions in curtain wall systems span multiple floors and are typically anchored at one end and allowed to float/slip at the other end to accommodate vertical building movement.
* Movement can be due to:
* Thermal expansion of aluminum mullions (aluminum has a high coefficient of thermal expansion).
* Inter-story drift from lateral loads.
* Floor live-load deflection.
* The mullion joinery and connections at the anchors are specifically detailed to allow vertical sliding while maintaining weather seals.
3. Why Other Options Are Incorrect
* A. Capillary action - This refers to water movement in small spaces; curtain walls are designed with weeps and pressure-equalized cavities to prevent it, but that is not what the mullion's slip connections are for.
* B. Horizontal expansion - Horizontal movement is generally handled at horizontal mullions
/transoms or gasket joints, not the vertical mullion extrusion as shown.
* D. Surface tension - Refers to water behavior, not a structural or thermal movement design issue.
4. NCARB ARE 5.0 PDD Study Guide References
* Content Area: Building Envelope Systems - Curtain Wall Detailing
* Key Sources:
* Architectural Graphic Standards - Curtain wall movement joints
* Building Construction Illustrated (Ching) - Curtain wall expansion and anchoring details
* AAMA (American Architectural Manufacturers Association) Curtain Wall Design Guide - Section on thermal movement and inter-story drift

NEW QUESTION # 58

Refer to the exhibit.
What is the horizontal member indicated by the arrow in the wall-floor assembly?
Answer: C
Explanation:
The arrow in the wall-floor assembly indicates a horizontal structural member attached to a wall, used to support the end of a floor joist. This is called a ledger.
Ledger: Typically a dimensional lumber or engineered wood member fastened to a wall that supports floor framing members (joists).
Fire block: Installed to limit fire spread in concealed spaces-often mid-wall or mid-stud cavity, not in this floor-to-wall position.
Girt: A horizontal framing member in a wall, usually in steel-frame or post-frame construction, not in conventional wood framing for floors.
Lateral shear plate: A metal plate for shear transfer, not applicable here.
PDD References:
ARE 5.0 PDD "Structural Systems-Wood framing details"
IBC ¡ì2308.4-Floor framing requirements
AWC (American Wood Council) "Wood Frame Construction Manual" Ledger attachment details

NEW QUESTION # 59
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.
The owner wants to add a small storage closet with dimensions of 4'-0" L x 4'-0" W in the Laundry Room along column line 1. The closet will have access from the corridor only.
Which of the following documents require revision due to this addition? Check the three that apply.
Answer: A,E,F
Explanation:
Understanding the Context
The addition of a 4'-0" x 4'-0" storage closet accessible from the corridor is a design scope modification. Even though this might appear minor, in the context of a Design-Build project delivery method, any change in the scope or spatial layout directly impacts the contract documents. Since the delivery model combines design and construction responsibilities under a single entity, accuracy and clarity in the Owner-Contractor Agreements (AIA A101, A102, or A103) is critical.
Why A101, A102, and A103 Require Revisions
* A101 - Standard Form of Agreement Between Owner and Contractor (Stipulated Sum):This document defines the scope, cost, and responsibilities of the contractor. Adding a storage closet may alter construction cost, schedule, or scope, which must be formally revised and incorporated via an amendment or change order.
* A102 - Standard Form of Agreement Between Owner and Contractor (Cost of the Work Plus a Fee with GMP):Similar to A101, but applies to projects with a Guaranteed Maximum Price (GMP).
The addition of new work, even small, may affect the GMP or contingency usage. Therefore, it also requires formal documentation of the scope change.
* A103 - Standard Form of Agreement Between Owner and Contractor (Cost of the Work Plus a Fee without a GMP):Again, even though no GMP is involved, changes to project scope must be documented for cost tracking and accountability.
According to NCARB ARE 5.0 PDD Handbook - Section: Project Manual and Contract Documents:
"The architect must evaluate how any proposed revisions to the work affect the project's scope, schedule, and budget. These revisions must be incorporated into the contract documents and may require issuing an amendment or modification to the contract." Furthermore, under Objective 4.2 - Evaluate and address changes in scope of work and scope creep, ARE candidates are expected to know when and how revisions impact contract documents.
In design-build delivery, all these contract forms must reflect any changes, even minor ones, because the contractor holds responsibility for both design and construction execution. Failure to reflect the change may lead to contractual disputes or unaccounted costs.
Why Other Options Do Not Apply
* D. Building Systems Narrative:This narrative typically outlines the design intent and basis for HVAC, electrical, and plumbing systems. A minor storage closet accessed from a corridor would not alter system layout or equipment sizing, and thus doesn't necessitate a revision to this document.
* E. Initial Cost Estimate:While the estimate may eventually need updating during cost reconciliation, the question specifically asks which documents require revision. The initial estimate is a schematic- level document that doesn't necessarily need to be revised for such a minor addition.
* F. Specification Excerpts:Unless the closet introduces new materials (e.g., special finishes, fire- resistive construction, unique fixtures), the specifications remain unchanged. The closet is likely using standard finishes already defined elsewhere in the spec.
Key PDD Content Areas Referenced
* Section: Construction Documentation - Identifying how changes affect working drawings and specifications.
* Section: Contracts and Project Manual - Understanding the impact of scope changes on contract documents.
* Objective 4.2 - Evaluate and address changes in scope of work and scope creep.
* Objective 1.2 - Interpret contract documents to determine if revisions affect project scope, schedule, or budget.

NEW QUESTION # 60

Refer to the exhibit.
For a plywood panel carrying the grade stamp shown, which of the following is the maximum recommended span for use in a floor system?
Answer: D
Explanation:
1. Understanding the APA Grade Stamp
The stamp in the exhibit reads:
* APA RATED SHEATHING 32/16
* 15/32 INCH (thickness)
* SIZED FOR SPACING
* EXPOSURE 1 (can handle temporary moisture exposure)
2. Meaning of "32/16"
The numbers 32/16 are the span ratings for the panel:
* 32 inches = maximum recommended span for roof sheathing (when applied perpendicular to supports).
* 16 inches = maximum recommended span for floor sheathing (when applied perpendicular to supports).
These ratings are established by APA (The Engineered Wood Association) based on panel thickness, grade, and allowable loads/deflection limits.
3. Applying to the Question
The question asks specifically for maximum recommended span for use in a floor system.
From the stamp:
* Floor span rating = 16 inches
* Therefore, the correct answer is 16 in.
4. Why Other Options Are Incorrect:
* A. 15 in - Not the value given; 16 in is the rating.
* C. 32 in - This is for roof applications, not floor systems.
* D. 108 in - Not related to APA span ratings; possibly confused with the certification number "NBR-
108."
5. NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Building Materials & Assemblies - Wood Products
* Reference Sources:
* APA - The Engineered Wood Association: Panel Span Ratings Guide
* Building Construction Illustrated (Ching) - Plywood and OSB Panel Markings
* IBC Chapter 23 - Wood span and application requirements

NEW QUESTION # 61

Refer to the exhibit.
Using metal stud framing, how many screws per stud are needed to connect the header if each screw is rated at 440 pounds for shear and 215 pounds for tension?
Answer: A
Explanation:
Given:
Load (W) = 1,600 lb
Screw shear capacity = 440 lb per screw
Screw tension capacity = 215 lb per screw
Assuming worst case is shear capacity (usually governs):

If tension applies, 8 screws needed.
But typically, shear governs for header connection; since question likely focuses on shear, 4 screws would be safest.
If question expects minimal number to resist both, 8 screws would be correct.
Final answer: 4 screws (Option C) if shear governs; if considering tension also, 8 screws (Option D).
Since the question is ambiguous, and shear usually controls, C. 4 screws is appropriate.
Reference:
NCARB ARE 5.0 Review Manual, Structural Systems chapter
Metal stud framing connection design standards

NEW QUESTION # 62
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