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[General] Free PDF 2026 The Best NCARB PDD Latest Exam Answers

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【General】 Free PDF 2026 The Best NCARB PDD Latest Exam Answers

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NCARB PDD Exam Syllabus Topics:
TopicDetails
Topic 1
  • 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 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
  • 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 4
  • 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 5
  • 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.:

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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q61-Q66):NEW QUESTION # 61
Which of the following documents would the architect need in order to prepare the specifications?
  • A. Architectural floor plans, room finish schedule, and traffic management plan
  • B. Legal survey, engineering drawings, and door schedule
  • C. Geotechnical report, building sections, and room finish schedule
  • D. Legal survey, geotechnical report, and traffic management plan
Answer: C
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 # 62

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. 3,250 SF open dining area for 30 people
  • C. 2,500 SF open lounge area for 20 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 # 63
The architect has completed 60% of the construction documents. The owner wants to establish the guaranteed maximum price (GMP) at this point before 100% of the construction documents are complete. Several flooring finish items are still undetermined.
What should be included in the project manual to make sure the contractor has a cost to cover all finishes?
  • A. Schedule of flooring unit prices to be completed by the contractor
  • B. Contingency of 10% added to the overall construction cost
  • C. Alternate to change broadloom carpet to carpet tile
  • D. Allowance of $30/sq. yd. for floor finishes
Answer: D
Explanation:
When a GMP (Guaranteed Maximum Price) is established before the design is 100% complete and specific materials are not yet chosen, the correct approach is to specify allowances in the project manual.
An allowance is a fixed monetary amount for a specific scope item (e.g., flooring finishes) that allows the contractor to carry a cost in the bid/GMP until the actual product is selected. This ensures the GMP covers the item without delaying pricing.
A). Contingency - Is for unforeseen conditions, not specific unselected finishes.
B). Schedule of unit prices - Typically used for variable-quantity work, not for unknown product selection.
D). Alternate - Provides an option for substitution, but does not guarantee a base cost in the GMP.
PDD Reference: ARE 5.0 PDD "roject Manual and Specifications-Allowances, Alternates, and Unit Prices," AIA A201 §3.8, CSI Division 01-General Requirements.

NEW QUESTION # 64
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.
Which modification is required?
  • A. Add access panel for shut-off valves.
  • B. Relocate supply and return air diffusers.
  • C. Add exit sign at door number 15.
Answer: A
Explanation:
At 50% CDs with early PEMB coordination and compressed schedule, typical cross-discipline clashes in corridors involve above-ceiling valves/dampers that lack required access from a public space. Plumbing and mechanical codes require accessible, labeled access panels for isolation/shut-off valves (and similar devices) located in concealed spaces so they can be serviced without disrupting operations-critical here because farm work must continue during construction/operation.
Exit sign at door #15 (A) depends on egress analysis; not a generic coordination issue.
Relocate diffusers (B) is a comfort/layout decision, not a compliance coordination issue unless they conflict with lights/sprinklers.
PDD refs: IMC/IPC provisions for access to valves and equipment in concealed spaces; Division 08/10 access panels; ARE 5.0 PDD-Coordination of MEP with architectural ceilings and corridors.

NEW QUESTION # 65
In the design of a barrier-free access route, door locksets should be equipped with which one of the following?
  • A. Lever handles
  • B. Panic devices
  • C. Grip handles with thumbpieces
  • D. Knurled knobs
Answer: A
Explanation:
For barrier-free (ADA) accessible routes, operable parts such as door hardware must be usable with one hand and not require tight grasping, pinching, or twisting of the wrist (2010 ADA Standards §404.2.7). Lever handles meet this requirement because they can be operated by users with limited grip strength or dexterity.
A). Grip handles with thumbpieces - Often require pinching or twisting; not compliant for barrier-free.
B). Knurled knobs - Non-compliant because they require twisting and strong grip; also typically used for hazardous rooms as a tactile warning.
D). Panic devices - Allowed in certain egress conditions but not the universal ADA hardware requirement for standard accessible doors.
PDD Reference: ARE 5.0 Handbook, PDD "Codes and Regulations-Accessibility," 2010 ADA Standards
§404.2.7, ICC A117.1 Accessibility Standard.

NEW QUESTION # 66
......
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