NCARB PDD Exam Dumps

Get All ARE 5.0 Project Development and Documentation Exam Questions with Validated Answers

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Vendor: NCARB
Exam Code: PDD
Exam Name: ARE 5.0 Project Development and Documentation Exam
Exam Questions: 100
Last Updated: August 23, 2026
Related Certifications: NCARB Certifications
Exam Tags: Professional Level Project Documentation ProfessionalsArchitectural Designers
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Free NCARB PDD Exam Actual Questions

Question No. 1

The walls of typical light wood-frame buildings can most economically be made resistive to lateral shear forces, without major alteration to the existing structure, through the use of which one of the following?

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Correct Answer: B

For light wood-frame buildings, the most economical way to develop lateral shear capacity---often without major structural alteration---is to add/upgrade wood structural panel (plywood/OSB) shear walls fastened to studs and plates per nailing schedules. This provides diaphragm and wallshear resistance with minimal added framing.

A . Moment connections in wood are labor-intensive and uncommon in light framing.

C . Horizontal board sheathing provides limited shear compared to plywood.

D . Gusset plates do not create a continuous shear diaphragm/wall.

PDD refs: AWC SDPWS (wood shear walls & diaphragms); ARE 5.0 PDD---Structural systems for lateral loads in light-frame construction; IBC Ch. 23.


Question No. 2

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

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Correct Answer: C

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.


NCARB ARE 5.0 Review Manual, Project Development and Documentation chapter

CSI Construction Specifications Practice guides

Project delivery and documentation best practices

Question No. 3

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 decides to triple the size of the distillery component of the project to make hand sanitizer and wants to use the Tap Room spaces adjacent to the brewery and distillery for this purpose.

Which of the following must the architect reevaluate and change to accommodate this request? Check the three that apply.

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Correct Answer: A, C, D

Tripling the distillery and converting adjacent Tap Room areas to production introduces additional hazard (flammable liquids), changes occupancies/occupant loads, and requires updated fire separations and egress.

A-01 Life Safety Plan must be revised for occupancy classification, fireresistance ratings between uses, travel distances, exit widths/number, and signage.

A-03 Floor Plan must change to show new room uses, rated partitions/doors, openings, and equipment footprints.

A-04 Reflected Ceiling Plan must change for new/relocated rated assemblies at ceilings (e.g., continuity of fire/smoke barriers), sprinkler/exit sign/FA device locations, and any duct-damper/access changes.

Site (B), Roof (E), and Elevations (F) are not directly driven by the interior use change.

PDD refs: IBC Chs. 3, 5--10 (occupancy, separation, egress), coordination of architectural, fire protection, and MEP on drawings (Division 01).


Question No. 4

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?

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Correct Answer: C

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 ''Project Manual and Specifications---Allowances, Alternates, and Unit Prices,'' AIA A201 3.8, CSI Division 01---General Requirements.


Question No. 5

Refer to the exhibit.

An architect is designing a school building that features a flat roof with a low parapet wall in a wet climate region. The client wants to minimize maintenance requirements and focus on keeping water from the walls.

What parapet coping detail would be most appropriate for the architect to select for this project?

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Correct Answer: C

Understanding the Problem

The question addresses parapet coping design in a wet climate with a focus on:

Minimizing maintenance

Preventing water from running down the face of the wall

Parapet copings protect the top of the parapet wall from water penetration and are designed to shed water away from the wall below.

Analysis of the Options

A . Flat Coping

A flat coping (Option A) has no slope and allows water to pool on the surface.

This pooling increases the likelihood of infiltration and material deterioration over time.

In wet climates, this is poor practice because standing water leads to freeze-thaw damage, staining, and faster degradation.

Maintenance needs are higher.

B . Single-Slope Coping

This coping (Option B) has a slope toward one side, which improves drainage.

However, if sloped toward the inside of the parapet, it increases roof drainage load and risk of water penetration at roof/wall junction.

If sloped toward the outside, water can run down the wall face, which the client specifically wants to avoid.

This design might also stain exterior wall finishes over time.

C . Double-Slope (Pitched) Coping with Drip Edges

This coping (Option C) is pitched toward both sides, with drip edges to break water runoff before it reaches the wall face.

Water is shed away efficiently, and drip grooves prevent capillary action that would pull water back toward the wall.

This is best practice in wet climates and greatly reduces maintenance by preventing staining and wall saturation.

Recommended by NRCA (National Roofing Contractors Association) and referenced in Architectural Graphic Standards for parapet detailing.

NCARB ARE 5.0 PDD Reference:

Content Area: Integration of Building Materials & Systems --- Building Envelope Detailing

Source Materials:

Architectural Graphic Standards --- Parapet Cap/Coping Details

Building Construction Illustrated by Francis D.K. Ching --- Water Management & Flashing

NRCA Roofing Manual --- Best Practices for Roof Edge & Parapet Design

Key Principle: Parapet copings in wet climates should always slope to shed water away, incorporate overhangs with drips, and prevent water from cascading down the building face.


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