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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 I-4 building of Type IV-B construction provided with an automatic sprinkler system in accordance with Section 903.3.1.1 is _____ ft.

A. 60
B. 120
C. 180
D. 270

Question 2

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

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

Question 4

In Type IV-C construction, the fire-resistance rating provided by protection over a connection can be determined by which of the following?

A. Testing the fasteners used in the assembly.
B. Calculating the temperature rise of the supported member used in the connection.
C. Testing the protection covering the connection.
D. Calculating the temperature rise of the structural element being protected.

Question 5

When Type X gypsum board is used as noncombustible protection over mass timber on the building ' s exterior walls, which of the following fasteners are permitted?

A. Galvanized nails of minimum 16 Gage with a 7/16-inch head of sufficient length to penetrate the mass timber a minimum of 1 in.
B. Galvanized nails of minimum 12 Gage with a 7/16-inch head of sufficient length to penetrate the mass timber a minimum of 1 in.
C. Screws which comply with ASTM C 1002 (Type S, Type W, or Type G) of sufficient length to penetrate the mass timber a minimum of 3/4 in.
D. Screws which comply with ASTM C 1002 (Type S, Type W, or Type G) of sufficient length to penetrate the mass timber a minimum of 7/8 in.

Solutions: