Last Updated: Sep 06, 2026
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| Section | Objectives |
|---|---|
| Fire-Resistance & Protection | - Concealed Spaces Protection - Fire-Resistance-Rated Assemblies - Noncombustible Protection & Encapsulation |
| General & Construction Types | - Construction Classification — Type IV-A, IV-B, IV-C
|
| Structural & Connection Inspection | - Connection Design and Protection - Framing and Structural Elements |
| Inspection Duties & Documentation | - Inspection Reporting and Compliance Verification - Statement of Special Inspections |
| Mass Timber Materials | - CLT, Glulam, NLT, SCL and Engineered Wood Products |
| Construction Fire Safety |
Question 1
The time, in minutes, contributed to the fire resistance rating by the noncombustible protection of mass timber building elements, components, or assemblies, shall be established through a comparison of assemblies tested using procedures set forth in ASTM Standard:
A. D3498
B. E920
C. E119
D. E114
Question 2
Refer to the exhibit by clicking on the EXHIBIT button above.
In the detail shown, if the connections at the glulam beam and the steel plate required a fire-resistance rating of one (1) hour and the wood cover is designed per AWC Technical Report 10 to provide the entire one (1) hour of protection, the minimum required thickness for the wood block member providing protection for the bolt connections is _____ inches.
A. 1.5
B. 1.75
C. 3
D. 2
Question 3
The International Building Code requires cross-laminated timber (CLT) to be manufactured and identified in accordance with which standard?
A. DOC PS 2
B. ASTM D 5055
C. PRG 320
D. AITC A190.1
Question 4
Which of the following products is not included in the definition of mass timber?
A. Prefabricated wood I-joists
B. Glued laminated timber
C. Solid sawn lumber
D. Cross-laminated timber
Question 5
Where Type X gypsum board serves as noncombustible protection for interior surfaces of wall and ceiling assemblies, all of the following code provisions are correct except:
A. Panel edges of the base layer shall be taped and finished with joint compound.
B. Screws shall be spaced 12 in. on center in both directions.
C. Panel edges of any layer shall be offset 18 inches from those of the previous layer.
D. Screws shall penetrate at least 1 in. into mass timber.
Solutions:
| Question 1 Answer: C | Question 2 Answer: B | Question 3 Answer: C | Question 4 Answer: A | Question 5 Answer: A |
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