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| Section | Objectives |
|---|---|
| Structural & Connection Inspection | - Connection Design and Protection - Framing and Structural Elements |
| Fire-Resistance & Protection | - Fire-Resistance-Rated Assemblies - Noncombustible Protection & Encapsulation - Concealed Spaces Protection |
| General & Construction Types | - Construction Classification — Type IV-A, IV-B, IV-C
|
| Mass Timber Materials | - CLT, Glulam, NLT, SCL and Engineered Wood Products |
| Construction Fire Safety | |
| Inspection Duties & Documentation | - Statement of Special Inspections - Inspection Reporting and Compliance Verification |
Question 1
The building owner shall be responsible for each of the following for fire safety during construction except:
A. completion of a daily fire safety inspection at the project site by the site safety director.
B. making documentation immediately available on-site for presentation to the fire code official upon request.
C. securing documentation in a fire- and water-resistant safe until a certificate of occupancy has been issued.
D. documentation and maintenance on-site of each inspection's results until a certificate of occupancy has been issued.
Question 2
According to UL Fire Resistance Directory, a "finish rating" is the time:
A. it takes the surface of wood nearest the fire but beneath the protective cover to reach a temperature rise of 250°F
B. assigned for noncombustible protection in IBC Table 722.7.1(2)
C. assigned for gypsum board membranes in IBC Table 722.6.2(1)
D. it takes the surface of wood nearest the fire but beneath the protective cover to reach a temperature rise of 325°F
Question 3
Which of the following is an acceptable alternative for protecting structural connections from fire in Type IV- A, IV-B or IV-C construction?
A. Using connectors that are rated by the manufacturer for fire performance
B. Limiting connections to those incorporating wood-on-wood bearing
C. Engineering analysis showing limited temperature rise at the connector for the required fire-resistance time of connected members
D. Testing of connections in accordance with ASTM E136
Question 4
The fire-resistance of a protected mass timber assembly is equivalent to the fire resistance time of the:
A. mass timber itself.
B. noncombustible protection.
C. mass timber itself plus the finish rating time of the noncombustible protection.
D. mass timber itself plus the added contribution time attributable to the noncombustible protection.
Question 5
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. E119
C. E920
D. E114
Solutions:
| Question 1 Answer: C | Question 2 Answer: A | Question 3 Answer: C | Question 4 Answer: D | Question 5 Answer: B |
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