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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:

International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:

Question 1

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. Engineering analysis showing limited temperature rise at the connector for the required fire-resistance time of connected members
B. Testing of connections in accordance with ASTM E136
C. Using connectors that are rated by the manufacturer for fire performance
D. Limiting connections to those incorporating wood-on-wood bearing

Question 2

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. 2 x 2
B. 3 x 3
C. 4 x 4
D. 1.5 x 1.5

Question 3

Refer to the figure by clicking on the EXHIBIT button above.


In Type IV-B construction, unprotected portions of mass timber as shown in the Figure is limited to an area equal to not more than what percentage of the base floor area?

A. 15%
B. 30%
C. 40%
D. 20%

Question 4

In mass timber construction of Type IV-C, the fire-resistance ratings of bearing walls are permitted to be reduced by _____ where supporting a roof only.

A. 1-hour
B. 30-minutes
C. 45-minutes
D. 2-hours

Question 5

Regarding water supply for the protection of buildings under construction, when combustible building materials of the building under construction are delivered to a site, the minimum fire flow provided shall be
_____ gpm.

A. 500
B. 750
C. 100
D. 200

Solutions: