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

Given: A special inspector notices on a mass timber building set of drawings a 8 in. x 8 in. solid sawn nominal dimension lumber element.
The design team has recommended the solid sawn member be replaced with an SCL element.
What minimum SCL size would be correct per the International Building Code?

A. 8 in. x 8 in.
B. 7 in. x 7-1/2 in.
C. 6-3/4 in. x 8-1/4 in.
D. 6-3/4 in. x 6-1/4 in.

Question 2

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

In the detail shown and according to AWC Technical Report 10, what is the time assigned in minutes to 5/8 in. Type X gypsum board for connection fire protection thermal separation requirements?

A. Layer adjacent to the connection = 40 and second layer = 20
B. Layer adjacent to the connection = 20 and second layer = 40
C. Both layers = 20
D. Both layers = 40

Question 3

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 designs documented in approved sources.
D. fire-resistance testing in accordance with ASTM E84.

Question 4

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

If the glulam beam and CLT panels all require a fire-resistance rating of 2 hours, what is the required fire- resistance rating in hours for the structural connections between the glulam and CLT?

A. 1
B. 0, since they are hidden fasteners
C. 3, to provide an additional safety factor
D. 2

Question 5

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


In Type IV-B construction, based on a 900 sq. ft. floor area, a 30 ' room width, and a 12 in. x 18 in. beam as shown in the Figure, the maximum length of the unprotected portion of the mass timber ceiling (dimension X) is _____ feet.

A. 6
B. 8
C. 4
D. 2

Solutions: