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| Section | Objectives |
|---|---|
| Fire-Resistance & Protection | - Concealed Spaces Protection - Noncombustible Protection & Encapsulation - Fire-Resistance-Rated Assemblies |
| Mass Timber Materials | - CLT, Glulam, NLT, SCL and Engineered Wood Products |
| General & Construction Types | - Construction Classification — Type IV-A, IV-B, IV-C
|
| Construction Fire Safety | |
| Structural & Connection Inspection | - Connection Design and Protection - Framing and Structural Elements |
| Inspection Duties & Documentation | - Inspection Reporting and Compliance Verification - Statement of Special Inspections |
Question 1
In mass timber construction of Type IV-B, each of the following is suitable for use as fireblocking except:
A. mass timber complying with IBC Section 2304.11.
B. mineral wool.
C. 7/16-inch wood structural panels.
D. one-half-inch gypsum board.
Question 2
Which of the following best describes circumstances for which a separate inspection by a building official would be required for the fire protection of structural connections in buildings of Type IV-B construction?
A. When connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
B. When connection fire resistance is provided by wood cover calculated to meet the requirements of Section 2304.10.1
C. When connections do not integrate full mass timber member bearing on other mass timber elements
D. When connections are made without additional noncombustible protection beyond what is required for the connected elements
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. Engineering analysis showing limited temperature rise at the connector for the required fire-resistance time of connected members
C. Limiting connections to those incorporating wood-on-wood bearing
D. Testing of connections in accordance with ASTM E136
Question 4
Given: A building of Type IV-B construction is designed to be greater than six stories above grade plane.
At least one layer of required noncombustible protection shall be installed on all of the following building elements except _____ on all floor levels more than four levels below active mass timber construction before erecting additional floor levels during construction.
A. shafts and vertical exit enclosures
B. wall and ceilings as required by IBC Section 602.4
C. floors as required by IBC Section 602.4
D. mezzanines
Question 5
The maximum allowable height for a Group I-4 building of Type IV-B construction provided with an automatic sprinkler system in accordance with Section 903.3.1.1 is _____ ft.
A. 60
B. 270
C. 120
D. 180
Solutions:
| Question 1 Answer: C | Question 2 Answer: B | Question 3 Answer: B | Question 4 Answer: A | Question 5 Answer: C |
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