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 09, 2026
  • Q & A: 82 Questions and Answers

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About International Code Council 93-Tall-Mass-Timber-Buildings Exam

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

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

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

Question 1

Proprietary nails can be used by referencing which ICC-ES Evaluation Report?

A. ESR-1539
B. ESR-1137
C. ESR-1722
D. ESR-1002


Question 2

Which of the following is the best definition of Type IV-B construction?

A. Noncombustible protection on all surfaces of mass timber except for limited exposed mass timber elements
B. 50% noncombustible protection on the exterior and interior mass timber elements
C. 100% noncombustible protection on all mass timber surfaces
D. 100% exposed mass timber except: shafts, concealed spaces, and outside of exterior walls


Question 3

For Type IV-A construction, noncombustible protection shall provide what fraction of the required fire- resistance rating for building elements?

A. 2/3
B. 1/3
C. 3/4
D. 1/2


Question 4

When Type X gypsum board is used as noncombustible protection over mass timber on the building ' s exterior walls, which of the following fasteners are permitted?

A. Galvanized nails of minimum 16 Gage with a 7/16-inch head of sufficient length to penetrate the mass timber a minimum of 1 in.
B. Galvanized nails of minimum 12 Gage with a 7/16-inch head of sufficient length to penetrate the mass timber a minimum of 1 in.
C. Screws which comply with ASTM C 1002 (Type S, Type W, or Type G) of sufficient length to penetrate the mass timber a minimum of 3/4 in.
D. Screws which comply with ASTM C 1002 (Type S, Type W, or Type G) of sufficient length to penetrate the mass timber a minimum of 7/8 in.


Question 5

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

In the detail shown and according to AWC Technical Report 10, what is the time assigned in minutes to 5/8 in. Type X gypsum board for connection fire protection thermal separation requirements?

A. Layer adjacent to the connection = 40 and second layer = 20
B. Both layers = 40
C. Both layers = 20
D. Layer adjacent to the connection = 20 and second layer = 40


Solutions:

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

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