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NCARB Project-Management Exam Syllabus Topics:

Topic	Details
Topic 1	Project Work Planning: This section of the exam measures the skills of architectural associates and covers the development and communication of an effective project work plan. It emphasizes maintaining schedules, setting clear criteria for work planning, and ensuring consistent communication with stakeholders, including owners, contractors, consultants, and internal staff.
Topic 2	Resource Management: This section of the exam measures the skills of project managers and covers how to determine the right team composition and manage time allocation for successful project delivery. It focuses on evaluating criteria for assembling teams and ensuring resources are properly managed to execute the project within agreed terms.
Topic 3	Project Execution: This section of the exam measures skills of architectural associates and covers the management of project execution through administrative procedures rather than design decisions. It addresses evaluating budgets, managing scope changes, preparing project documentation in line with delivery methods, and securing necessary approvals from relevant authorities.
Topic 4	Project Quality Control: This section of the exam measures skills of project managers and covers procedures for ensuring quality and maintaining the Standard of Care throughout the project. It focuses on applying regulatory requirements, reviewing documentation for quality, reducing risks and liabilities, and managing the design process to preserve its objectives
Topic 5	Contracts: This section of the exam measures the skills of project managers and covers the analysis of contracts that govern the relationships between architects, owners, contractors, and consultants. It highlights verifying adherence to agreements, interpreting key contractual elements, and ensuring consultant work is properly integrated into the project.

NCARB ARE 5.0 Project Management (PjM) Exam Sample Questions (Q64-Q69):

NEW QUESTION # 64
Which document authorizes the contractor to proceed with work?

A. Change Order
B. Certificate of Substantial Completion
C. Purchase Order
D. Notice to Proceed

Answer: D

Explanation:
The Notice to Proceed is a formal document issued by the owner or architect authorizing the contractor to begin work on the project and establishing the contract start date. Purchase orders are for procurement; change orders modify contracts; certificates of substantial completion recognize project milestones. ARE 5.0 PjM tests knowledge of construction administration documents.

NEW QUESTION # 65

Refer to the exhibit
Twenty-five acres of undeveloped rural property was purchased for the site of a new elementary school.
During the DD phase, the civil engineer and structural engineers make design proposals based on the information provided in the geotechnical report. The civil engineer indicates that several cubic yards of fill material should be installed within the proposed building footprint to make up for the change in topography (was uniformly). The structural engineer indicates a footing depth of 24 inches for the entire facility. During the CD phase, the owner asks the architect to add classrooms to one wing. The civil engineer proposes that extra fill should not be installed beneath the additional classrooms.
Which of the following should the architect do before completion of CDs? Check the three that apply.

A. Request an updated geotechnical evaluation
B. Increase the footing depth beneath the new classrooms
C. Notify the structural engineer of the civil engineer's recommendation
D. Update the estimate of the cost of work
E. Schedule a quality assurance meeting with the project team
F. Add general notes about structural bearing to the drawings

Answer: A,C,D

Explanation:
A). Update the estimate of the cost of work
# Adding classrooms affects scope and site preparation (e.g., fill material, grading, foundations), which affects cost. Per AIA B101 §6.3, architects must update the estimate of the cost of the work as the design evolves.
C). Request an updated geotechnical evaluation
# The original geotech report didn't account for this building extension. Without fill under the new addition, soil bearing capacity must be reassessed to avoid differential settlement or structural failure. This is a standard risk mitigation strategy.
D). Notify the structural engineer of the civil engineer's recommendation
# The structural engineer must know that the site prep differs under the added classrooms, as this could affect foundation design. Coordination among consultants is a core architectural responsibility (per B101 §3.1.2).
#Incorrect Options:
B). Schedule a quality assurance meeting with the project team
# While helpful, it's not critical or required specifically in this context before CDs are completed.
E). Increase the footing depth beneath the new classrooms
# The architect should not unilaterally change structural design decisions. That's the structural engineer's responsibility, and any change should be based on engineering analysis and revised soil data.
F). Add general notes about structural bearing to the drawings
# Premature. The structural engineer should first review the new geotechnical findings before any notes are added.
References:
AIA B101 - Article 3.1 & 3.2 (Architect's coordination & design responsibilities) NCARB ARE 5.0 Handbook - PjM Content Area 1: Project Coordination Geotechnical coordination practices, CSI Spec Guidelines

NEW QUESTION # 66
A new site has been identified for a prototype fast food restaurant. The geotechnical report indicates fill materials were found in the subsurface conditions along the east side of the proposed building location.
What member of the project team should be involved in modifications to the prototype building design to address this issue?

A. Environmental Engineer
B. Structural Engineer
C. Landscape Architect
D. Excavation Contractor

Answer: B

Explanation:
Comprehensive Detailed Explanation:
When fill material is discovered in the geotechnical report, the structural engineer must assess the stability and bearing capacity of the soil to determine whether foundations need to be redesigned or modified. Fill can result in settlement or poor load-bearing conditions. The structural engineer will use the geotechnical report to modify foundation types, slab-on-grade design, or structural systems accordingly.
References:
NCARB ARE 5.0 Handbook - Project Management (PjM) division: Coordination with consultants CSI MasterFormat - Division 31 (Earthwork) and Division 03 (Concrete) AIA Document B101 - Architect's responsibility to coordinate structural implications with consultants

NEW QUESTION # 67
Which of the following best describes the architect's role in cost estimating during schematic design?

A. Providing a preliminary opinion of probable construction cost
B. Developing a detailed quantity takeoff and vendor pricing
C. Approving final project budget with the owner
D. Verifying contractor bids and change order pricing

Answer: A

Explanation:
During schematic design, the architect provides a preliminary opinion of probable construction cost (OPCC) based on conceptual design. This estimate is less detailed but important for budgeting and feasibility analysis.
It helps the owner make informed decisions about project scope and design direction early in the process.
Detailed quantity takeoffs and vendor pricing occur later in the design development or construction documents phases. Verifying bids and approving final budgets are responsibilities tied to later stages. The ARE 5.0 PjM exam highlights early-stage cost estimating as a critical tool for scope control and project feasibility.

NEW QUESTION # 68
What type of contract involves payment based on actual costs plus a fee?

A. Cost-Plus Contract
B. Lump Sum Contract
C. Time and Materials Contract
D. Unit Price Contract

Answer: A

Explanation:
Cost-Plus Contracts reimburse the contractor for actual costs plus an agreed fee or percentage. This contract type shifts some risk to the owner but allows flexibility for uncertain scopes. Lump sum contracts are fixed price; unit price contracts pay per unit; time and materials pay based on labor and material costs but usually with a cap. ARE 5.0 PjM covers contract types and their implications.

NEW QUESTION # 69
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