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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q97-Q102):

NEW QUESTION # 97

Refer to the exhibit.
An architect is designing a multipurpose room that will operate daycare services as well as exercise classes.
The multiple occupancies within the space utilize components of the same means of egress system.
What is the occupant load factor that should be used in calculating egress?

Answer: C

Explanation:
Step-by-Step Reasoning
1. Identify the occupancies from the question:
* Day care services # Occupant load factor = 35 net (from table in the exhibit)
* Exercise classes # Occupant load factor = 50 gross (also from table in the exhibit, under "Exercise room")
2. Determine how to calculate the occupant load for multiple occupancies:
According to IBC 2018, Section 1004.1.2 (Areas without fixed seating) and NCARB PDD study materials:
When multiple occupancies share the same means of egress system, the occupant load for the whole space shall be the sum of the occupant loads of the various occupancies.
However, if the space is not divided and is used interchangeably (multipurpose), the most stringent occupant load factor is applied to the entire area.
3. Applying the code:
* The multipurpose room is used for both daycare and exercise.
* Since the same space is used for different functions at different times (not divided), the most restrictive occupant load factor (the smaller number) should be used.
* Smaller occupant load factor = 35 net (Day care) vs. 50 gross (Exercise room).
4. Why "net" vs. "gross" matters here:
* Net floor area excludes certain spaces like walls, corridors, mechanical rooms.
* Gross floor area includes the entire footprint.
* Even though "net" typically results in a smaller area, when calculating load factors, the smaller occupant load factor number results in a larger occupant load - making it more restrictive for egress.
5. Conclusion:
The correct occupant load factor to use for this multipurpose space = 35 net (Day care), as it results in the largest occupant load and is the most restrictive for egress design.
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Code Analysis - Occupant Load & Egress Sizing
* IBC 2018, Section 1004.1.2 - Areas without fixed seating, determining occupant load for multiple functions
* Architectural Graphic Standards - Occupant Load Calculation examples
* Building Codes Illustrated by Ching & Winkel - Chapter on Occupancy Load Factors and Egress Requirements


NEW QUESTION # 98
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 # 99
For which of the following reasons is sheet piling used? (Check the three that apply)

Answer: A,B,D

Explanation:
Sheet piling is a type of earth retention system used in excavations to prevent soil collapse. Reasons include:
D). When the natural soil slope is too steep to remain stable, sheet piling acts as a vertical barrier.
E). When soil cannot support itself during excavation, sheet piles provide lateral support.
F). When excavation is adjacent to a property line or existing structure and adjacent soil must not be disturbed.
Options A (grade beam support), B (raked shoring), and C (pile cap support) are not typical or primary uses of sheet piling.
Reference:
NCARB ARE 5.0 Review Manual, Site Design and Construction chapter
Geotechnical engineering and excavation support best practices


NEW QUESTION # 100
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 architect is preparing the project manual.
What section should be included?

Answer: D

Explanation:
Understanding the Context
When preparing the Project Manual in the Project Development & Documentation (PDD) section of the ARE 5.0 exam, you need to determine which specification sections are essential based on project requirements and conditions. The Project Manual organizes administrative and technical specifications into divisions, each serving a specific purpose.
In this case, because construction will occur while farming operations continue uninterrupted-and public water and sewer services are unavailable on site-temporary utilities (such as water, power, and possibly sanitation) are a critical component that must be clearly addressed in the Project Manual. These provisions ensure the contractor understands how to support construction without disrupting farm operations and without relying on permanent utilities.
Why "015000 Temporary Utilities" is Required
Section 01 50 00 - Temporary Utilities (often numbered 015000) is part of Division 01: General Requirements in the Project Manual. It specifies requirements for establishing and maintaining temporary utility services (like water, electric, lighting, heating, cooling, toilets) during construction. It helps ensure the design and construction team address logistical needs amid the distinctive site conditions-namely the absence of public utilities and the necessity of continuous farm operations.
As noted in a design and construction manual resource:
"Section 01 51 00 - Temporary Utilities. This section is generally included in all projects; however, it must be carefully written so as to be applicable to the specific project conditions." This directly supports inclusion of Temporary Utilities in the Project Manual for this project scenario.
Why Other Options Are Not Appropriate
* A. 006113 Performance and Payment BondThese forms pertain to contract security and bonding requirements, which would be located in Division 00 (Procurement and Contracting Requirements), not Division 01. The question focuses on which section should be included in the Project Manual being prepared at this phase; the key imperative here is the temporary utility needs, not bonds.
* B. 012300 AlternatesAlternates allow multiple pricing options for different project scopes, but there is no indication that alternate options (e.g., alternate spaces or functions) are being used in this design.
There's no mention of bidding alternates.
* D. 019113 General Commissioning RequirementsCommissioning provisions (often related to MEP system verification and performance) would only be required if commissioning is part of the project deliverables. The project brief doesn't indicate commissioning deliverables-only that mechanical and electrical systems are supported by the PEMB, and the focus here is continuity of operations and utilities during construction, not commissioning.


NEW QUESTION # 101

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 # 102
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