Exam Name: 93-Tall-Mass-Timber-Buildings
Certification Provider: International Code Council
Corresponding Certification: Special Inspector
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International Code Council 93-Tall-Mass-Timber-Buildings Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Topic 1: Construction Fire Safety | - Protection of mass timber during construction - International Fire Code requirements - Construction-phase fire safety requirements |
| Topic 2: Structural Inspection | - Mass timber structural elements - Connections and fastening systems - Structural loads and related code requirements |
| Topic 3: 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 |
| Topic 4: Fire Protection and Fire-Resistance | - Fire-resistance requirements - Noncombustible protection and protection of mass timber elements - Fire protection systems and related provisions |
| Topic 5: Code Compliance and Related Requirements | - Sound transmission requirements - Documentation and verification of compliance - Energy code requirements applicable to mass timber buildings |
| Topic 6: Special Inspection Requirements | - Inspector duties and responsibilities - Inspection of connections and protective materials - Special inspection procedures for tall mass timber buildings |
International Code Council 93-Tall-Mass-Timber-Buildings Essentials: Try, Buy, Study
- Special Inspection Requirements ()
- Structural Inspection ()
- Code Compliance and Related Requirements ()
International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions:
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. Yes, for Type IV-HT
- B. Yes for Type IV-B and IV-C
- C. No
- D. Yes, for Type IV-B only
Correct Answer: B 🗳️
Explanation: Only visible for TestKingFree members. You can sign-up / login (it's free).
The fire-resistance of a protected mass timber assembly is equivalent to the fire resistance time of the:
- A. noncombustible protection.
- B. mass timber itself plus the finish rating time of the noncombustible protection.
- C. mass timber itself.
- D. mass timber itself plus the added contribution time attributable to the noncombustible protection.
Correct Answer: D 🗳️
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Fire-resistance ratings of members and assemblies can be established by all of the following except:
- A. fire-resistance designs documented in approved sources.
- B. prescriptive designs of fire-resistance-rated building elements, components or assemblies as prescribed in IBC Section 721.
- C. calculations per IBC Section 722.
- D. fire-resistance testing in accordance with ASTM E84.
Correct Answer: D 🗳️
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Proprietary nails can be used by referencing which ICC-ES Evaluation Report?
- A. ESR-1002
- B. ESR-1539
- C. ESR-1722
- D. ESR-1137
Correct Answer: B 🗳️
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Where Type X gypsum board serves as noncombustible protection for interior surfaces of wall and ceiling assemblies, all of the following code provisions are correct except:
- A. Panel edges of the base layer shall be taped and finished with joint compound.
- B. Screws shall be spaced 12 in. on center in both directions.
- C. Panel edges of any layer shall be offset 18 inches from those of the previous layer.
- D. Screws shall penetrate at least 1 in. into mass timber.
Correct Answer: A 🗳️
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