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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Topic 1: Tall Mass Timber Building Code Provisions | - Special Inspection 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 connections do not integrate full mass timber member bearing on other mass timber elements
B. When connections are made without additional noncombustible protection beyond what is required for the connected elements
C. When connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
D. When connection fire resistance is provided by wood cover calculated to meet the requirements of Section 2304.10.1
Question 2
Based on the definition of cross-laminated timber (CLT), panels are manufactured as follows:
A. with adjacent layers cross oriented.
B. with all layers nailed together.
C. with less than three layers.
D. with all layers in the same orientation.
Question 3
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. 1.5 x 1.5
B. 2 x 2
C. 3 x 3
D. 4 x 4
Question 4
Refer to the exhibit by clicking on the EXHIBIT button above.

In the detail shown, which fasteners require fire protection according to AWC Technical Report 10?
A. Those in the gypsum filler
B. The 1/2 in. lag screws attaching the steel ledger
C. Those in the 2x2 block
D. Those in the 2x10s
Question 5
Fire-resistance ratings of members and assemblies can be established by all of the following except:
A. prescriptive designs of fire-resistance-rated building elements, components or assemblies as prescribed in IBC Section 721.
B. calculations per IBC Section 722.
C. fire-resistance testing in accordance with ASTM E84.
D. fire-resistance designs documented in approved sources.
Solutions:
| Question 1 Answer: D | Question 2 Answer: A | Question 3 Answer: C | Question 4 Answer: B | Question 5 Answer: C |


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