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

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

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

Question #1

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. 1 layer of 5/8 in. Type X
  • B. 2 layers 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: B  🗳️

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Question #2

Regarding water supply for the protection of buildings under construction, when combustible building materials of the building under construction are delivered to a site, the minimum fire flow provided shall be
_____ gpm.

  • A. 200
  • B. 100
  • C. 500
  • D. 750
Reveal Solution  Discussion  0

Correct Answer: C  🗳️

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Question #3

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

Correct Answer: A  🗳️

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Question #4

Which of the following best describes circumstances for which a separate inspection by a building official would be required for the fire protection of structural connections in buildings of Type IV-B construction?

  • A. When connection fire resistance is provided by wood cover calculated to meet the requirements of Section 2304.10.1
  • B. When connections do not integrate full mass timber member bearing on other mass timber elements
  • C. When connections are made without additional noncombustible protection beyond what is required for the connected elements
  • D. When connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
Reveal Solution  Discussion  0

Correct Answer: A  🗳️

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Question #5

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

  • A. dowel-laminated timber (DLT).
  • B. parallel-strand lumber (PSL).
  • C. 2 x 6 solid-sawn studs.
  • D. cross-laminated timber (CLT).
Reveal Solution  Discussion  0

Correct Answer: C  🗳️

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