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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

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 12 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 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 7/8 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 3/4 in.

Question 2

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

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

Question 3

Which of the following is the best definition of Type IV-B construction?

A. 100% noncombustible protection on all mass timber surfaces
B. 50% noncombustible protection on the exterior and interior mass timber elements
C. 100% exposed mass timber except: shafts, concealed spaces, and outside of exterior walls
D. Noncombustible protection on all surfaces of mass timber except for limited exposed mass timber elements

Question 4

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

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

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. fire-resistance testing in accordance with ASTM E84.
D. calculations per IBC Section 722.

Solutions: