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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Topic 1: Special Inspection Requirements | - Inspector duties and responsibilities - Inspection of connections and protective materials - Special inspection procedures for tall mass timber buildings |
| Topic 2: Construction Fire Safety | - Protection of mass timber during construction - International Fire Code requirements - Construction-phase fire safety requirements |
| Topic 3: Structural Inspection | - Connections and fastening systems - Structural loads and related code requirements - Mass timber structural elements |
| Topic 4: Fire Protection and Fire-Resistance | - Noncombustible protection and protection of mass timber elements - Fire-resistance requirements - Fire protection systems and related provisions |
| Topic 5: Tall Mass Timber Building Code Provisions | - International Building Code requirements for tall mass timber construction - Types IV-A, IV-B and IV-C construction - Mass timber materials and construction requirements |
| Topic 6: Code Compliance and Related Requirements | - Energy code requirements applicable to mass timber buildings - Sound transmission requirements - Documentation and verification of compliance |
International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:
Question 1
Materials acceptable for use in fire-protecting connections in Type IV-A construction includes each of the following except:
A. steel plates.
B. additional wood cover applied over the connection.
C. a coating approved for the required fire endurance time.
D. gypsum board.
Question 2
For a sprinklered Business Occupancy (Group B) in a 15-story building of Type IV-A construction, the maximum allowable building area is:
A. 54,000 sq. ft.
B. 648,000 sq. ft.
C. 972,000 sq. ft.
D. unlimited.
Question 3
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 7/8 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 3/4 in.
Question 4
Refer to the exhibit by clicking on the EXHIBIT button above.
In the detail shown, what is the required screw spacing in inches for the CLT to glulam connection?
A. 20
B. 12
C. 16
D. 24
Question 5
The building owner shall be responsible for each of the following for fire safety during construction except:
A. making documentation immediately available on-site for presentation to the fire code official upon request.
B. completion of a daily fire safety inspection at the project site by the site safety director.
C. documentation and maintenance on-site of each inspection's results until a certificate of occupancy has been issued.
D. securing documentation in a fire- and water-resistant safe until a certificate of occupancy has been issued.
Solutions:
| Question 1 Answer: A | Question 2 Answer: C | Question 3 Answer: B | Question 4 Answer: D | Question 5 Answer: D |

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