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

93-Tall-Mass-Timber-Buildings real exams

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

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

Updated: Oct 19, 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: Tall Mass Timber Building Code Provisions- International Building Code requirements for tall mass timber construction
- Mass timber materials and construction requirements
- Types IV-A, IV-B and IV-C construction
Topic 2: Structural Inspection- Connections and fastening systems
- Mass timber structural elements
- Structural loads and related code requirements
Topic 3: Code Compliance and Related Requirements- Documentation and verification of compliance
- Energy code requirements applicable to mass timber buildings
- Sound transmission requirements
Topic 4: Fire Protection and Fire-Resistance- Noncombustible protection and protection of mass timber elements
- Fire protection systems and related provisions
- Fire-resistance requirements
Topic 5: Special Inspection Requirements- Special inspection procedures for tall mass timber buildings
- Inspector duties and responsibilities
- Inspection of connections and protective materials
Topic 6: Construction Fire Safety- International Fire Code requirements
- Protection of mass timber during construction
- Construction-phase fire safety requirements

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

Question #1

Both surfaces of a two-hour-rated mass timber wall that serves as a required separation between a Group R and Group I-2 occupancy in a Type IV-C building must be protected by at least which of the following?

  • A. No requirement as long as the wall is 2-hour rated
  • B. Materials providing at least 1 hour of fire resistance
  • C. Two layers of 5/8-inch Type X gypsum board or equivalent
  • D. One half inch gypsum board or a noncombustible equivalent
Reveal Solution  Discussion  0

Correct Answer: D  🗳️

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Question #2

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. E114
  • B. E920
  • C. E119
  • D. D3498
Reveal Solution  Discussion  0

Correct Answer: C  🗳️

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Question #3

Each of the following is true regarding the fire-resistance rating for exterior bearing walls except:

  • A. Type IV-B must be 2 hours
  • B. Type IV-C must be 2 hours
  • C. Type IV-A must be 3 hours
  • D. Type IV-C must be 1 hour
Reveal Solution  Discussion  0

Correct Answer: D  🗳️

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Question #4

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

In the detail shown, if the connections between the glulam beam and CLT panels all require a fire-resistance rating of one (1) hour and the wood cover is designed per AWC Technical Report 10 to provide the entire 1 hour of protection, what is the minimum thickness and number of layers required for the locations shown in red?

  • A. 2 layers of 5/8 in. Type X
  • B. 1 layer of 5/8 in. Type X
  • C. 2 layers of 1/2 in. Type X
  • D. 1 layer of 1/2 in. Type X
Reveal Solution  Discussion  0

Correct Answer: A  🗳️

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Question #5

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


In Type IV-B construction, unprotected portions of mass timber as shown in the Figure is limited to an area equal to not more than what percentage of the base floor area?

  • A. 30%
  • B. 15%
  • C. 20%
  • D. 40%
Reveal Solution  Discussion  0

Correct Answer: D  🗳️

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