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

SectionObjectives
Topic 1: Special Inspection Requirements- Special inspection procedures for tall mass timber buildings
- Inspection of connections and protective materials
- Inspector duties and responsibilities
Topic 2: Code Compliance and Related Requirements- Documentation and verification of compliance
- Energy code requirements applicable to mass timber buildings
- 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- International Fire Code requirements
- Protection of mass timber during construction
- 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- Fire-resistance requirements
- Fire protection systems and related provisions
- Noncombustible protection and protection of mass timber elements

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

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

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

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Periodic special inspection of sealants or adhesives shall be conducted where sealants or adhesives are part of a mass timber building element as designated in the approved construction documents.
All of the following statements are correct in reference to sealants or adhesives in mass timber buildings except:

  • A. Sealants shall meet the requirements of ASTM C920.
  • B. Sealants at abutting edges and intersection of mass timber buildings need periodic inspections.
  • C. Adhesives shall meet the requirements of ASTM D3498.
  • D. Special inspection of mass timber sealing requirements also apply to joints.
Answer: D

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

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

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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 are made without additional noncombustible protection beyond what is required for the connected elements
  • C. When connections do not integrate full mass timber member bearing on other mass timber elements
  • D. When connection fire resistance is provided by a fire resistance rated joint system in accordance with Section 715
Answer: A

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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. 1-1/2 hours
  • B. 1 hour
  • C. 3 hours
  • D. 2 hours
Answer: D

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