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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q65-Q70):

NEW QUESTION # 65

Refer to the exhibit.
During spring rains, the foundation walls around the basement space, as illustrated, experience an increase in lateral pressures.
Which one of the following is also a major concern?

Answer: B

Explanation:
The diagram shows a basement foundation wall below the water table. During heavy rains, the water table can rise, increasing hydrostatic pressure against foundation walls and under the slab.
Key concern:
While lateral water pressure against the walls is a factor, the question specifies "also a major concern". In this scenario, the water pressure beneath the slab can cause buoyant uplift - vertical upward pressure - known as hydrostatic uplift or floatation.
If this upward force exceeds the weight of the slab and the structure above, it can cause the slab to crack, lift, or fail - especially if there is no adequate under-slab drainage or tiedown anchors.
Why not the other options:
A). Moisture absorption of the concrete foundation wall - Concrete is porous, but waterproofing and drainage address this; not as critical in terms of structural threat as uplift.
B). Increased weight on the footings - Hydrostatic pressure acts laterally and upward; it does not significantly increase vertical load on footings in the same way dead load does.
D). Differential lateral pressure on total building structure - Lateral pressure affects the foundation walls, but
"total building structure" is less directly impacted than the immediate risk to the slab from uplift.
NCARB PDD References:
ARE 5.0 Handbook - PDD Section: Site conditions and foundation systems
IBC 2018 Section 1805.4 - Waterproofing and drainage
Foundation Engineering principles - Hydrostatic uplift and buoyancy
NCARB PDD Study Guide Topic: Subsurface water control (sumps, drain tiles, hydrostatic relief)


NEW QUESTION # 66
In the critical path method of scheduling for new construction, the site work portion is always on the critical path due to which of the following?

Answer: A

Explanation:
In the Critical Path Method (CPM) scheduling, the critical path is the longest sequence of dependent activities that determines the project duration.
Site work typically involves grading, excavation, underground utilities, and foundation preparation.
Site work must proceed in a linear, sequential manner: earthwork must finish before foundation pours; utilities are installed before slabs.
These activities are dependent on each other and cannot be done in parallel or out of order.
Therefore, site work forms a continuous chain of dependent activities on the critical path.
Other options are less relevant to CPM critical path logic:
Site work costs or retainage do not influence CPM scheduling.
Short interval scheduling is a project control technique, not a CPM determinant.
Reference:
NCARB ARE 5.0 Review Manual, Project Management and Scheduling chapter
CPM scheduling principles from project management texts like PMBOK or Construction Planning and Scheduling by Jimmie Hinze


NEW QUESTION # 67
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,C,D

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 # 68

Refer to the exhibit.
For which of the following connections could diagonal bracing be eliminated?

Answer: C

Explanation:
The diagrams depict metal stud or curtain wall connections to structural frames under wind loading. Diagonal bracing can be eliminated when the connection itself provides lateral restraint in both directions.
A: Shows a connection with angles or plates attached to resist both in-plane and out-of-plane forces, creating a moment-resisting connection that can handle wind loads without diagonal bracing.
B, C, D: These connections allow slip or have limited fixity-requiring separate bracing to resist lateral loads.
PDD Reference: ARE 5.0 PDD "Structural Systems-Lateral load resistance in curtain wall and stud framing connections"; AISC Steel Design Guide for cladding attachment; Curtain wall engineering details.


NEW QUESTION # 69

Refer to the exhibit.
Which of the following correctly identifies the types of failures indicated in the beam diagram?

Answer: C

Explanation:
The diagram shows a loaded beam with two types of failure indicated:
Location 1 on the top edge shows shear failure - characterized by jagged cracks or fractures, typically near supports or where shear forces peak.
Location 2 near the bottom edge shows tension failure - concrete is weak in tension, so cracks develop at the bottom face in a simply supported beam under load.
This matches common structural behavior where:
The top fibers of a beam in bending undergo compression and shear stress.
The bottom fibers undergo tension (where cracks often form).
Shear cracks are usually diagonal and closer to the support (near the ends), tension cracks are vertical and near the midspan.
Reference:
NCARB ARE 5.0 Review Manual, Structural Systems chapter
Fundamentals of structural analysis and beam failure modes


NEW QUESTION # 70
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