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PDD PDF Questions 100% Pass | High-quality PDD Reliable Exam Tips: ARE 5.0 Project Development and Documentation Exam
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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q95-Q100):
NEW QUESTION # 95
During plan review of an office building, the reviewer informs the architect of new regulations that require storage rooms greater than 150 sf be 1-hour fire rated. The proposed design has three 200 sf storage rooms that must meet the fire protection requirements. The architect needs to recommend how to meet this requirement with minimal effect on cost, time, and program.
- A. Make six 100 sf storage rooms and redistribute throughout the building.
- B. Construct storage rooms using metal studs and Type X gypsum board.
- C. Make four 150 sf storage rooms and redistribute throughout the building.
- D. Construct storage rooms using rated concrete masonry.
Answer: B
Explanation:
When new plan#review rules require 1-hour fire-resistance for storage rooms >150 sf, the least cost/time
/program impact is typically a 1-hour gypsum board assembly (metal studs with Type X on each side per UL
/GA listings).
A). CMU: durable but higher material and labor cost; heavier, slower to install.
C/D. Splitting rooms: Avoids the rating but disrupts program, adds doors/partitions, circulation, and can increase costs and complexity.
PDD References: IBC Ch. 7 Fire & Smoke Protection Features; GA/UL fire#rated wall assemblies; ARE 5.0 PDD-Code compliance strategies and cost/time implications of alternative assemblies.
NEW QUESTION # 96
The building permit plan review for a small, two-story residential project with a crawlspace issues the following comment to the architect:
"No under floor access shown in plans. Please locate and note locations of under floor access." Site conditions will not allow access to the crawlspace from the exterior.
What drawing will the architect need to update to satisfy the reviewer's comment?
- A. Main Floor Framing Plan
- B. Foundation Plan
- C. Second Floor Framing Plan
Answer: A
Explanation:
Understanding the Reviewer's Comment
* The under-floor access refers to an access opening to the crawlspace.
* Crawlspaces are located below the main floor framing and above the foundation.
* The International Residential Code (IRC) Section R408.4 requires access openings to under-floor spaces, either from the exterior or the interior.
* If site conditions prevent exterior access, access must be provided from inside the building - typically through a framed opening in the main floor.
Why the Main Floor Framing Plan is Correct
* Main Floor Framing Plan shows the joists, beams, and floor openings above the crawlspace.
* The under-floor access opening (often between joists, covered by a hatch) must be framed into the main floor structure to allow entry to the crawlspace.
* This plan will clearly show the location and framing details of the access hatch for contractor reference.
Why the Other Options Are Incorrect:
* A. Second Floor Framing Plan - The crawlspace is not under the second floor, so no access opening would be framed here.
* C. Foundation Plan - Shows foundation walls, footings, piers, and crawlspace layout, but the actual framed access opening is in the floor system above, not in the foundation drawing. The note about providing access might be referenced here, but the physical location and framing would be shown on the main floor framing plan.
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Integration of Building Materials & Systems - Coordination between structural drawings and code requirements.
* Code Reference: IRC R408.4 - Access Opening Requirements for Under-Floor Spaces.
* Source References:
* Architectural Graphic Standards - Crawlspace access detailing
* Building Construction Illustrated (Ching) - Floor framing over crawlspaces
NEW QUESTION # 97
Why is the vertical surface of a dry-stacked stone wall often battered into the retained material?
- A. Increased impermeability that reduces equivalent fluid pressure
- B. Increased resistance to soil thrust
- C. Increased resistance to surface erosion of the wall
- D. Increased cohesion between individual stones that make up the wall
Answer: B
Explanation:
A battered (leaning back) face on a dry-stacked retaining wall improves stability against lateral earth pressure by shifting the wall's resultant closer to/within the middle third of the base, increasing frictional resistance and reducing overturning. It does not significantly change permeability (C) or directly increase cohesion between stones (D), and erosion resistance (B) is secondary compared to stability.
PDD References: Site & foundation systems-retaining wall behavior, active/passive earth pressures; IBC
/Geotechnical fundamentals; CSI Div. 32 site improvements.
NEW QUESTION # 98
The single-line diagram for the electrical distribution system shown is for a multi-family project.
Click in the box on the single-line diagram where the transformer is located.
Answer:
Explanation:
Explanation:
The transformer is located in the first large box after the high-voltage primary feeders and before the secondary service conductors on the left side of the diagram.
Step-by-Step Reasoning
1. Understanding the diagram flow:
* The leftmost symbol represents high-voltage primary feeders from the utility (2,400V, 4,160V, 7,200 V, or 13,200V).
* Immediately after that, there is a large box labeled "Secondary Service conductors" with standard building service voltages (120/208, 120/240, 277/480 V).
* To get from primary (medium/high) voltage to these usable secondary voltages, you must step down the voltage - and that is done by a transformer.
2. Transformer location in electrical distribution:
* Transformers are always placed between the incoming primary service and the secondary distribution system in building diagrams.
* In this drawing, the transformer is symbolized by the first large square/rectangular box after the high- voltage primary feeders.
3. Why not any other box?
* The following boxes and lines after this first step are feeders, panels, and motor starters - they operate at secondary voltage.
* Only the transformer connects the utility high-voltage system to the building's lower-voltage system.
NCARB ARE 5.0 PDD References:
* Content Area: Electrical Systems - Service Entrance and Distribution
* Source References:
* MEEB (Mechanical and Electrical Equipment for Buildings) - Chapter on Transformers & Electrical Service
* NEC (National Electrical Code) Article 450 - Transformer Installation and Use
* Architectural Graphic Standards - Single-Line Diagrams for Electrical Distribution Key Point:
In building electrical distribution, the transformer is always between the high-voltage primary service and the secondary service conductors to step down voltage to a usable level for building loads.
NEW QUESTION # 99
Which species of wood is often used as a substitute for more costly species because of its hardness, grain pattern, and ability to take paint and stain well?
- A. Cypress
- B. Red oak
- C. Redwood
- D. Poplar
Answer: D
Explanation:
Poplar is a hardwood that is relatively inexpensive compared to species like maple, cherry, or oak. It has:
Good hardness and uniform grain
Takes paint and stain well (although stain may require pre-treatment for even color) Often used as a cost-effective substitute for higher-priced hardwoods in furniture, millwork, and trim.
Why not others:
Red oak: Hard and attractive but more costly.
Cypress: Softwood valued for decay resistance, not typically a hardwood substitute.
Redwood: Softwood, expensive, used for exterior decay resistance.
PDD Reference: ARE 5.0 PDD "Materials-Wood species characteristics," CSI Div. 06 Wood & Plastics, Architectural Woodwork Institute (AWI) standards.
NEW QUESTION # 100
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