International Code Council Special Inspector 93-Tall-Mass-Timber-Buildings

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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 products is not included in the definition of mass timber?

A. Prefabricated wood I-joists
B. Solid sawn lumber
C. Cross-laminated timber
D. Glued laminated timber

Question 2

In mass timber construction of Type IV-B, each of the following is suitable for use as fireblocking except:

A. one-half-inch gypsum board.
B. mass timber complying with IBC Section 2304.11.
C. 7/16-inch wood structural panels.
D. mineral wool.

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

Question 4

Which of the following provisions for mass timber used for interior exit and elevator hoistway enclosures is true?

A. Type IV-C construction requires at least 40 minutes of the 60-minute fire-resistance rating to be provided by noncombustible protection.
B. Type IV-B construction requires at least 40 minutes of the 120-minute fire-resistance rating to be provided by noncombustible protection.
C. Type IV-A construction requires at least 80 minutes of the 120-minute fire-resistance rating to be provided by noncombustible protection.
D. Type IV-HT construction requires at least 40 minutes of the 60-minute fire-resistance rating to be provided by noncombustible protection.

Question 5

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 connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
C. When connections are made without additional noncombustible protection beyond what is required for the connected elements
D. When connections do not integrate full mass timber member bearing on other mass timber elements

Solutions: