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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Code Compliance and Related Requirements | - Documentation and verification of compliance - Sound transmission requirements - Energy code requirements applicable to mass timber buildings |
| Tall Mass Timber Building Code Provisions | - Mass timber materials and construction requirements - Types IV-A, IV-B and IV-C construction - International Building Code requirements for tall mass timber construction |
| Structural Inspection | - Mass timber structural elements - Connections and fastening systems - Structural loads and related code requirements |
| Construction Fire Safety | - International Fire Code requirements - Construction-phase fire safety requirements - Protection of mass timber during construction |
| Special Inspection Requirements | - Inspector duties and responsibilities - Inspection of connections and protective materials - Special inspection procedures for tall mass timber buildings |
| Fire Protection and Fire-Resistance | - Fire protection systems and related provisions - Noncombustible protection and protection of mass timber elements - Fire-resistance requirements |
International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:
Question 1
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 wood cover calculated to meet the requirements of Section 2304.10.1
B. When connections do not integrate full mass timber member bearing on other mass timber elements
C. When connections are made without additional noncombustible protection beyond what is required for the connected elements
D. When connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
Question 2
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. 180
B. 270
C. 60
D. 120
Question 3
In Type IV-C construction, a connection between two members of the primary structural frame supporting a floor is required to be protected to achieve a minimum fire-resistance rating of:
A. 3 hours
B. 1 hour
C. 2 hours
D. 1-1/2 hours
Question 4
Each of the following is true for special inspection of mass timber construction except:
A. periodic special inspection is required for concealed connections.
B. continuous special inspection is required for bolted connections.
C. periodic special inspection is required for the erection of mass timber construction.
D. periodic special inspection is required to verify use of pre-drilled holes for threaded fasteners where required.
Question 5
Refer to the exhibit by clicking on the EXHIBIT button above.
Given: The connections between the glulam beam and CLT panels all require a fire-resistance rating of 2 hours, and wood cover is designed per AWC Technical Report 10 to provide the entire 2 hours of protection.
The bearing area between the CLT and glulam is the minimum required.
What are the minimum dimensions, in inches, for the wood block shown in red?
A. 3 x 3
B. 1.5 x 1.5
C. 4 x 4
D. 2 x 2
Solutions:
| Question 1 Answer: A | Question 2 Answer: D | Question 3 Answer: C | Question 4 Answer: B | Question 5 Answer: A |
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