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NCARB ARE 5.0 Project Management (PjM) Exam Sample Questions (Q14-Q19):

NEW QUESTION # 14

Refer to the exhibit.
Construction documents are 75% complete for a design-bid-build project. As part of an architecture firm's quality control plan, the senior architect reviews the drawings and specifications for coordination. Following the review, the project architect distributes the senior architect's markups to the consultants.
What should the mechanical engineer do next to maintain quality control?

Answer: A

Explanation:
The mechanical engineer is responsible for responding to coordination markups-such as conflicts between ductwork and fire-rated walls, dampers, or structural components. By requesting a redline work session, the mechanical engineer can collaborate directly with the project architect to resolve spatial, code, and fire protection conflicts, ensuring the integrity of both mechanical systems and building code compliance.
This action aligns with best practices in Quality Control/Assurance (QA/QC) procedures, where inter- disciplinary coordination during the Construction Documents (CD) phase is essential to reduce RFIs and change orders later.
ARE 5.0 PjM References:
NCARB ARE 5.0 Handbook - PjM: "Coordination of drawings and consultant input during documentation" AIA Best Practices: Consultant collaboration and redline review during CD phase AHPP (Architect's Handbook of Professional Practice), 15th ed., Chapter 9: Quality Management


NEW QUESTION # 15

Refer to the exhibit.
The following changes occur during the project:
* The owner delayed the project kickoff until September Year 1 due to delays in finalizing the Owner- Architect Agreement.
* The architect did not have enough staff available to start the project on time, so the firm hired temporary staff for 2 months.
* The owner made a design change in January Year 2 that added 2 weeks to the schedule.
* Not enough bids were received, and the project was bid a second time with additional advertising.
* The owner made design changes in May and July of Year 2 that each added 3 weeks to the schedule.
When were the construction documents completed based on the project changes?

Answer: C

Explanation:
According to the baseline schedule in the exhibit, Construction Documents (CDs) were initially scheduled from March to July of Year 2 (5 months). Here are the project delays:
Owner kickoff delay: shifted the entire timeline by 1 month # CD starts April Year 2 January Year 2 change: +2 weeks May and July changes: +3 weeks each (6 weeks total) Rebid due to low response: +1 month
= Total added to CDs: ~2.5 months
April to July = 4 months
2.5 months = mid-to-late September # factoring rebid delay leads to November References:
NCARB ARE 5.0 Handbook - Schedule management and owner-requested changes AIA B101 - Project schedule adjustments Project Execution Plan and Change Management in Construction


NEW QUESTION # 16
What is the best method for an architect to reduce liability related to unknown site conditions?

Answer: A

Explanation:
The architect reduces liability by clearly defining scope, responsibilities, and exclusions in contracts, particularly regarding site conditions. Site investigations and geotechnical reports are typically the owner's responsibility. The architect should not assume unknown conditions or ignore notifications. Using outdated or non-specific reports is risky. ARE 5.0 PjM addresses risk management, scope clarity, and contract administration to mitigate liability.


NEW QUESTION # 17
A geotechnical report for a public project reveals a previously unknown condition and indicates that there is rock directly beneath the existing grade. The proposed building will now require a shallow foundation. The chosen location was the result of a three-year process evaluating multiple potential sites.
Which actions should the architect take next as a result of the geotechnical report results? Check the three that apply.

Answer: B,C,E

Explanation:
The architect should take technical and managerial steps to respond to the new geotechnical data:
A). Identifying the type of rock informs excavation methods and potential foundation redesign.
B). The cost estimate must be updated because excavation in rock is significantly more expensive.
D). Schedule impacts are also probable due to extended excavation time.
C is incorrect because the site was already selected after a lengthy evaluation process. E may not apply unless the architect is being asked to provide significant redesign. F is not typically the architect's responsibility at this stage.
References:
NCARB ARE 5.0 Handbook - Geotechnical coordination and cost implications AIA B101 - Architect's Basic Services related to site analysis CSI MasterFormat - Division 31 (Earthwork), 03 (Concrete Foundations)


NEW QUESTION # 18
A contractor has hired a subcontractor to construct a parking lot for 60 cars. The parking lot will be 60 feet x
270 feet. The subcontractor has quoted a price of $13.25 per square yard to the contractor.
If the contractor adds a mark-up of 15%, what is the cost of each parking space?

Answer: D

Explanation:
Comprehensive Detailed Explanation:
Step 1: Calculate area in square feet:
60 ft × 270 ft = 16,200 sq ft
Step 2: Convert to square yards:
16,200 sq ft ÷ 9 = 1,800 sq yd
Step 3: Calculate base cost:
1,800 sq yd × $13.25 = $23,850
Step 4: Add 15% markup:
$23,850 × 1.15 = $27,427.50
Step 5: Divide total cost by 60 parking spaces:
$27,427.50 ÷ 60 = $457.13 # Approx. $457 per space
References:
NCARB ARE 5.0 Handbook - Cost estimating and budgeting
CSI MasterFormat - Division 32 (Exterior Improvements)
ARE 5 Review Manual - Project Management, Cost and Quantity Takeoffs


NEW QUESTION # 19
......

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