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Free PDF Quiz 2025 Efficient NCARB PDD: New ARE 5.0 Project Development and Documentation Exam Study Materials
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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q64-Q69):
NEW QUESTION # 64
Which code dictates the number of required exits for a 300-person assembly space?
- A. International Building Code
- B. International Mechanical Code
- C. ADA
- D. NFPA 70
Answer: A
Explanation:
IBC governs occupancy classification, occupant loads, and required means of egress. A 300-person taproom triggers egress path requirements under IBC Chapter 10. Objective 1.3 addresses code compliance.
NEW QUESTION # 65
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. Poplar
- C. Redwood
- D. Red oak
Answer: B
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 # 66
The walls of typical light wood-frame buildings can most economically be made resistive to lateral shear forces, without major alteration to the existing structure, through the use of which one of the following?
- A. Wood gusset plates
- B. Exterior board sheathing run horizontally
- C. Plywood sheathing
- D. Moment-resistive connections
Answer: C
Explanation:
For light wood-frame buildings, the most economical way to develop lateral shear capacity-often without major structural alteration-is to add/upgrade wood structural panel (plywood/OSB) shear walls fastened to studs and plates per nailing schedules. This provides diaphragm and wall#shear resistance with minimal added framing.
A). Moment connections in wood are labor-intensive and uncommon in light framing.
C). Horizontal board sheathing provides limited shear compared to plywood.
D). Gusset plates do not create a continuous shear diaphragm/wall.
PDD refs: AWC SDPWS (wood shear walls & diaphragms); ARE 5.0 PDD-Structural systems for lateral loads in light-frame construction; IBC Ch. 23.
NEW QUESTION # 67
Refer to the exhibit.
Using metal stud framing, how many screws per stud are needed to connect the header if each screw is rated at 440 pounds for shear and 215 pounds for tension?
- A. 0
- B. 1
- C. 2
- D. 3
Answer: A
Explanation:
Given:
Load (W) = 1,600 lb
Screw shear capacity = 440 lb per screw
Screw tension capacity = 215 lb per screw
Assuming worst case is shear capacity (usually governs):
If tension applies, 8 screws needed.
But typically, shear governs for header connection; since question likely focuses on shear, 4 screws would be safest.
If question expects minimal number to resist both, 8 screws would be correct.
Final answer: 4 screws (Option C) if shear governs; if considering tension also, 8 screws (Option D).
Since the question is ambiguous, and shear usually controls, C. 4 screws is appropriate.
Reference:
NCARB ARE 5.0 Review Manual, Structural Systems chapter
Metal stud framing connection design standards
NEW QUESTION # 68
Fire and smoke control requirements for air ducts include which of the following? Check the three that apply.
- A. Balancing damper
- B. Smoke damper
- C. Air-handler shut-down sensors
- D. Fire damper
- E. Variable-volume smoke controls
- F. Smoke barrier
Answer: B,C,D
Explanation:
HVAC duct penetrations through fire/smoke rated assemblies require listed dampers and control/sensing to limit spread of flame and smoke.
Fire dampers (D) close on heat to maintain the fire-resistance rating of penetrated assemblies.
Smoke dampers (A) limit smoke migration in smoke partitions/barriers and in smoke control systems.
Air-handler shut-down sensors (F) (e.g., duct smoke detectors interfaced with the FA system) stop fans to prevent smoke distribution.
Not required: Balancing dampers (B) (for airflow only); Smoke barrier (C) (a wall/assembly requirement, not a duct device); Variable-volume smoke controls (E) (project-specific engineering, not a base requirement).
PDD refs: IBC Ch. 7 & 9; IMC §§607 (dampers) & 606 (smoke detection in ducts); ARE 5.0 PDD-MEP/fire protection integration.
NEW QUESTION # 69
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