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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

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

In the detail shown, what is the required tolerance in inches between the steel beam web and CLT?

A. 3
B. 1/2
C. 3/16
D. 2

Question 2

Combustible construction forming concealed spaces shall be protected with noncombustible protection with an assigned time of 40 minutes in which construction type?

A. Type IV-A
B. Type IV-B
C. Type IV-HT
D. Type IV-C

Question 3

Buildings of Types IV-A, IV-B, and IV-C construction designed to be greater than six stories above grade plane shall meet which of the following requirements for fire safety practices during construction?

A. Standpipes shall be provided in accordance with IFC Section 3313.
B. At least two layers of noncombustible protection, where noncombustible protection is required for the building element, on all mass timber more than 4 stories below the uppermost floor under construction.
C. Required exterior wall coverings on all floor levels more than 2 levels below the floor under construction, including mezzanines.
D. The IFC specifically requires a portable water supply.

Question 4

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

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

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. 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.
B. 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.
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. 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.

Solutions: