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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

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

Question 2

Given: A building of Type IV-B construction is designed to be greater than six stories above grade plane.
At least one layer of required noncombustible protection shall be installed on all of the following building elements except _____ on all floor levels more than four levels below active mass timber construction before erecting additional floor levels during construction.

A. shafts and vertical exit enclosures
B. wall and ceilings as required by IBC Section 602.4
C. floors as required by IBC Section 602.4
D. mezzanines

Question 3

All of the following combustible elements may be used in mass timber buildings except:

A. 2 x 6 solid-sawn studs.
B. parallel-strand lumber (PSL).
C. cross-laminated timber (CLT).
D. dowel-laminated timber (DLT).

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. TMS 0216
C. ACI 216.1
D. ASCE 29 Chapter 5

Question 5

Calculated mass timber fire resistance can include each of the following except:

A. minimum prescriptive dimensions.
B. fire resistance of noncombustible protection.
C. calculated fire resistance of the wood.
D. combination of calculated fire resistance of the wood and noncombustible protection.

Solutions: