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| Section | Objectives |
|---|---|
| Mass Timber Materials | - CLT, Glulam, NLT, SCL and Engineered Wood Products |
| Fire-Resistance & Protection | - Noncombustible Protection & Encapsulation - Fire-Resistance-Rated Assemblies - Concealed Spaces Protection |
| Construction Fire Safety | |
| Structural & Connection Inspection | - Framing and Structural Elements - Connection Design and Protection |
| Inspection Duties & Documentation | - Statement of Special Inspections - Inspection Reporting and Compliance Verification |
| General & Construction Types | - Construction Classification — Type IV-A, IV-B, IV-C
|
Refer to the exhibit by clicking on the EXHIBIT button above.
In the detail shown, what is the required tolerance in inches between the steel beam web and CLT?
Correct Answer: A 🗳️
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Materials acceptable for use in fire-protecting connections in Type IV-A construction includes each of the following except:
Correct Answer: C 🗳️
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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:
Correct Answer: B 🗳️
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One code-recognized method for calculating the fire-resistance rating of exposed wood members and decking is:
Correct Answer: D 🗳️
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Refer to the exhibit by clicking on the EXHIBIT button above.
In the detail shown, if the connections between the glulam beam and CLT panels all require a fire-resistance rating of one (1) hour and the wood cover is designed per AWC Technical Report 10 to provide the entire 1 hour of protection, what is the minimum thickness and number of layers required for the locations shown in red?
Correct Answer: B 🗳️
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