International Code Council 93-Tall-Mass-Timber-Buildings : 93-Tall-Mass-Timber-Buildings

Exam Code: 93-Tall-Mass-Timber-Buildings

Exam Name: 93-Tall-Mass-Timber-Buildings

Updated: Sep 06, 2026

Q & A: 82 Questions and Answers

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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:

SectionObjectives
Topic 1: Special Inspection Requirements- Inspector duties and responsibilities
- Special inspection procedures for tall mass timber buildings
- Inspection of connections and protective materials
Topic 2: Code Compliance and Related Requirements- Energy code requirements applicable to mass timber buildings
- Documentation and verification of compliance
- Sound transmission requirements
Topic 3: Structural Inspection- Mass timber structural elements
- Connections and fastening systems
- Structural loads and related code requirements
Topic 4: Construction Fire Safety- Construction-phase fire safety requirements
- International Fire Code requirements
- Protection of mass timber during construction
Topic 5: Tall Mass Timber Building Code Provisions- Types IV-A, IV-B and IV-C construction
- International Building Code requirements for tall mass timber construction
- Mass timber materials and construction requirements
Topic 6: Fire Protection and Fire-Resistance- Fire-resistance requirements
- Noncombustible protection and protection of mass timber elements
- Fire protection systems and related provisions

International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:

Question 1

In Type IV-C construction, a connection between two members of the primary structural frame supporting a floor is required to be protected to achieve a minimum fire-resistance rating of:

A. 2 hours
B. 1 hour
C. 3 hours
D. 1-1/2 hours


Question 2

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


In Type IV-B construction, based on a 900 sq. ft. floor area, a 30 ' room width, and a 12 in. x 18 in. beam as shown in the Figure, the maximum length of the unprotected portion of the mass timber ceiling (dimension X) is _____ feet.

A. 2
B. 4
C. 8
D. 6


Question 3

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

Given: The connections between the glulam beam and CLT panels all require a fire-resistance rating of 2 hours, and wood cover is designed per AWC Technical Report 10 to provide the entire 2 hours of protection.
The bearing area between the CLT and glulam is the minimum required.
What are the minimum dimensions, in inches, for the wood block shown in red?

A. 1.5 x 1.5
B. 4 x 4
C. 2 x 2
D. 3 x 3


Question 4

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

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


Question 5

Which of the following is true regarding fire-resistance rating protection provided by noncombustible covering material?

A. 1/2 in. Type X gypsum board provides 40 minutes
B. 5/8 in. Type X gypsum board provides 40 minutes
C. 5/8 in. gypsum board provides 40 minutes
D. 1/2 in. gypsum board provides 30 minutes


Solutions:

Question 1
Answer: A
Question 2
Answer: A
Question 3
Answer: D
Question 4
Answer: D
Question 5
Answer: B

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