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

SectionObjectives
Topic 1: Tall Mass Timber Building Code Provisions- Applicable Codes and References
  • 1. Mass Timber Buildings and the IBC
    • 2. International Building Code
      • 3. International Fire Code
        - Fire Safety and Fire Resistance
        • 1. Fire protection systems and construction fire safety
          • 2. Fire-resistance ratings and noncombustible protection
            - Structural and Connection Requirements
            • 1. Mass timber structural systems
              • 2. Connections and connection protection
                - Mass Timber Products and Definitions
                - Special Inspection Requirements
                • 1. Inspection of connections and protective measures
                  • 2. Special inspection of mass timber construction
                    - Type IV Construction
                    • 1. Construction Types IV-A, IV-B and IV-C
                      • 2. Heights, Stories and Allowable Areas

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                        International Code Council 93-Tall-Mass-Timber-Buildings 93-Tall-Mass-Timber-Buildings Prüfungsfragen mit Lösungen (Q57-Q62):

                        57. Frage
                        Refer to the figure by clicking on the EXHIBIT button above.


                        In Type IV-B construction, unprotected portions of mass timber as shown in the Figure are required to be separated by _____ feet.

                        Antwort: C

                        Begründung:
                        The required separation is 15 feet , making option B correct. Section 602.4.2.2.4 of the 2021 IBC specifically regulates the separation distance between unprotected mass timber elements in Type IV-B construction.
                        Within each dwelling unit or fire area, unprotected portions of mass timber walls and ceilings must be separated from other unprotected wall and ceiling portions by not less than 15 feet . For ceiling-related surfaces, the separation is measured horizontally along the ceiling. For wall-to-wall exposure, the applicable separation is measured horizontally along the floor.
                        This requirement operates in addition to the maximum exposed-area restrictions. A designer therefore cannot merely demonstrate that the exposed ceiling is below 20 percent or that exposed walls are below 40 percent of floor area; the exposed regions must also satisfy the required spatial separation.
                        The purpose is to prevent multiple exposed mass timber regions from acting as closely spaced fuel packages during a compartment fire. During inspection, dimensions should be checked against the approved documents before required gypsum or other noncombustible protection is completed.
                        References/Topics: 2021 IBC Section 602.4.2.2.4; separation distance between unprotected Type IV-B mass timber elements.


                        58. Frage
                        All of the following combustible elements may be used in mass timber buildings except:

                        Antwort: A


                        59. Frage
                        Sealants used to resist passage of air in construction Type IV-A, shall be in accordance with which of the following standards?

                        Antwort: C


                        60. Frage
                        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?

                        Antwort: C

                        Begründung:
                        Yes. The allowance applies to both Type IV-B and Type IV-C construction , making option D correct.
                        IBC Section 508.4.4.1 regulates the construction of required separations between adjacent occupancies.
                        Where the required separation is formed by a fire barrier or horizontal assembly, mass timber elements are specifically permitted to serve that function in Type IV-B or Type IV-C construction provided the mass timber is separated from the building interior by an approved thermal barrier.
                        The prescribed thermal barrier is gypsum board not less than 1/2 inch thick , or another material that has been tested and meets both the Temperature Transmission Fire Test and Integrity Fire Test acceptance criteria of NFPA 275.
                        The requirement is supplemental to the actual fire-resistance rating required for the occupancy separation. In other words, simply installing 1/2-inch gypsum board does not independently create the required fire barrier; the underlying mass timber assembly must also provide the applicable rated performance.
                        Type IV-HT is not included in this specific Section 508.4.4.1 mass timber allowance.
                        References/Topics: 2021 IBC Section 508.4.4.1; Type IV-B and IV-C occupancy separations; NFPA 275 thermal barriers.


                        61. Frage
                        Based on the definition of cross-laminated timber (CLT), panels are manufactured as follows:

                        Antwort: C

                        Begründung:
                        The 2021 IBC definition of cross-laminated timber describes a prefabricated engineered wood product consisting of not less than three layers of solid-sawn lumber or structural composite lumber. The adjacent layers are cross oriented and bonded with structural adhesive to form a solid wood element. Accordingly, option C is correct.
                        Cross orientation means that the principal grain direction of one layer is arranged approximately perpendicular to that of the adjoining layer. This configuration distinguishes CLT from products in which all laminations run parallel, such as conventional glued-laminated timber. The cross-oriented layup provides two- way panel behavior, dimensional stability, and structural capacity in both principal directions.
                        Option A is incorrect because CLT must contain at least three layers. Option B describes a mechanically laminated product rather than structural glued CLT; nail-laminated timber uses mechanical fasteners, whereas code-compliant CLT uses structural adhesives and must conform to the applicable manufacturing standard.
                        Option D eliminates the defining cross-lamination characteristic and would instead describe a parallel- laminated product.
                        During inspection, the product label and certification documentation should be checked to confirm the panel was manufactured under the required quality-assurance program.
                        References/Topics: 2021 IBC Chapter 2 definition of "Cross-Laminated Timber"; Sections 602.4 and
                        2303.1.4; ANSI/APA PRG 320.


                        62. Frage
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