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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Code Compliance and Related Requirements | - Documentation and verification of compliance - Sound transmission requirements - Energy code requirements applicable to mass timber buildings |
| Structural Inspection | - Structural loads and related code requirements - Mass timber structural elements - Connections and fastening systems |
| Fire Protection and Fire-Resistance | - Noncombustible protection and protection of mass timber elements - Fire-resistance requirements - Fire protection systems and related provisions |
| Construction Fire Safety | - Construction-phase fire safety requirements - International Fire Code requirements - Protection of mass timber during construction |
| 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 |
| Special Inspection Requirements | - Special inspection procedures for tall mass timber buildings - Inspector duties and responsibilities - Inspection of connections and protective materials |
International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:
Question 1
Periodic special inspection of sealants or adhesives as specified by the International Building Code Section
703.7 shall be conducted at which of the following locations?
A. At abutting intersections of mass timber building elements and building elements of other materials where one or the other are required to be fire-resistance rated.
B. At "joints" as defined in IBC Section 202.
C. Where they are a required component of a tested fire-resistance-rated assembly.
D. At abutting edges and intersections of mass timber building elements required to be fire-resistance rated.
Question 2
Combustible construction forming concealed spaces shall be protected with noncombustible protection with an assigned time of 40 minutes in which construction type?
A. Type IV-A
B. Type IV-B
C. Type IV-C
D. Type IV-HT
Question 3
Given: A special inspector notices on a mass timber building set of drawings a 8 in. x 8 in. solid sawn nominal dimension lumber element.
The design team has recommended the solid sawn member be replaced with an SCL element.
What minimum SCL size would be correct per the International Building Code?
A. 8 in. x 8 in.
B. 7 in. x 7-1/2 in.
C. 6-3/4 in. x 6-1/4 in.
D. 6-3/4 in. x 8-1/4 in.
Question 4
Are mass timber elements permitted to serve as a fire barrier to an adjacent occupancy if they are separated from the interior of the building with an approved thermal barrier consisting of a minimum of 1/2 in. gypsum board or a noncombustible equivalent?
A. No
B. Yes, for Type IV-B only
C. Yes for Type IV-B and IV-C
D. Yes, for Type IV-HT
Question 5
Given: Sealants or adhesives need not be provided where they are not a required component of a tested fire resistance rated assembly.
If a sealant is required, it must meet the requirement of ASTM:
A. E114
B. E119
C. C920
D. D3498
Solutions:
| Question 1 Answer: D | Question 2 Answer: C | Question 3 Answer: B | Question 4 Answer: C | Question 5 Answer: C |
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