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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

The maximum allowable height for a Group E building of Type IV-A construction with an automatic sprinkler system in accordance with Section 903.3.1.1 is _____ stories.

A. 5
B. 6
C. 9
D. 3

Question 2

Fire-resistance ratings of members and assemblies can be established by all of the following except:

A. calculations per IBC Section 722.
B. fire-resistance testing in accordance with ASTM E84.
C. prescriptive designs of fire-resistance-rated building elements, components or assemblies as prescribed in IBC Section 721.
D. fire-resistance designs documented in approved sources.

Question 3

Which of the following is true regarding fire-resistance rating protection provided by noncombustible covering material?

A. 5/8 in. Type X gypsum board provides 40 minutes
B. 1/2 in. Type X gypsum board provides 40 minutes
C. 1/2 in. gypsum board provides 30 minutes
D. 5/8 in. gypsum board provides 40 minutes

Question 4

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

In the detail shown, if the connections between the glulam beam and CLT panels all require a fire-resistance rating of one (1) hour and the wood cover is designed per AWC Technical Report 10 to provide the entire 1 hour of protection, what is the minimum thickness and number of layers required for the locations shown in red?

A. 2 layers of 1/2 in. Type X
B. 2 layers of 5/8 in. Type X
C. 1 layer of 1/2 in. Type X
D. 1 layer of 5/8 in. Type X

Question 5

The fire-resistance of a protected mass timber assembly is equivalent to the fire resistance time of the:

A. mass timber itself plus the finish rating time of the noncombustible protection.
B. mass timber itself.
C. noncombustible protection.
D. mass timber itself plus the added contribution time attributable to the noncombustible protection.

Solutions: