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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. E920
B. D3498
C. E114
D. E119

Question 2

Periodic special inspection of sealants or adhesives as specified by the International Building Code Section
703.7 shall be conducted at which of the following locations?

A. At abutting intersections of mass timber building elements and building elements of other materials where one or the other are required to be fire-resistance rated.
B. At "joints" as defined in IBC Section 202.
C. Where they are a required component of a tested fire-resistance-rated assembly.
D. At abutting edges and intersections of mass timber building elements required to be fire-resistance rated.

Question 3

One code-recognized method for calculating the fire-resistance rating of exposed wood members and decking is:

A. ACI 216.1
B. AWS NDS Chapter 16
C. ASCE 29 Chapter 5
D. TMS 0216

Question 4

Which of the following provisions for mass timber used for interior exit and elevator hoistway enclosures is true?

A. Type IV-C construction requires at least 40 minutes of the 60-minute fire-resistance rating to be provided by noncombustible protection.
B. Type IV-B construction requires at least 40 minutes of the 120-minute fire-resistance rating to be provided by noncombustible protection.
C. Type IV-A construction requires at least 80 minutes of the 120-minute fire-resistance rating to be provided by noncombustible protection.
D. Type IV-HT construction requires at least 40 minutes of the 60-minute fire-resistance rating to be provided by noncombustible protection.

Question 5

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

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

Solutions: