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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 time, in minutes, contributed to the fire resistance rating by the noncombustible protection of mass timber building elements, components, or assemblies, shall be established through a comparison of assemblies tested using procedures set forth in ASTM Standard:

A. D3498
B. E114
C. E119
D. E920

Question 2

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.

Question 3

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

In the detail shown, if the connections at the glulam beam and the steel plate required a fire-resistance rating of one (1) hour and the wood cover is designed per AWC Technical Report 10 to provide the entire one (1) hour of protection, the minimum required thickness for the wood block member providing protection for the bolt connections is _____ inches.

A. 1.75
B. 1.5
C. 2
D. 3

Question 4

Which of the following best describes the required protection for mass timber hoistway enclosure walls in Type IV-C construction?

A. Noncombustible protection of at least 1/2 in. gypsum board or equivalent
B. fire-retardant-treated-wood sheathing, 1/2-inch gypsum board, or a noncombustible material
C. No requirement, but walls must achieve the required fire-resistance rating
D. Noncombustible protection of at least 40 minutes fire resistance

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

Solutions: