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

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

Question 1

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?

A. 1/2
B. 2
C. 3
D. 3/16

Question 2

Materials acceptable for use in fire-protecting connections in Type IV-A construction includes each of the following except:

A. a coating approved for the required fire endurance time.
B. gypsum board.
C. steel plates.
D. additional wood cover applied over the connection.

Question 3

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:

A. Sealants shall meet the requirements of ASTM C920.
B. Special inspection of mass timber sealing requirements also apply to joints.
C. Sealants at abutting edges and intersection of mass timber buildings need periodic inspections.
D. Adhesives shall meet the requirements of ASTM D3498.

Question 4

One code-recognized method for calculating the fire-resistance rating of exposed wood members and decking is:

A. ASCE 29 Chapter 5
B. ACI 216.1
C. TMS 0216
D. AWS NDS Chapter 16

Question 5

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?

A. 2 layers of 1/2 in. Type X
B. 2 layers of 5/8 in. Type X
C. 1 layer of 1/2 in. Type X
D. 1 layer of 5/8 in. Type X

Solutions: