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

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

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                        International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions (Q40-Q45):

                        NEW QUESTION # 40
                        The building owner shall be responsible for each of the following for fire safety during construction except:

                        Answer: B

                        Explanation:
                        The IFC does not require daily inspection documentation to be stored in a fire- and water-resistant safe.
                        Therefore, option C is the exception.
                        The owner or the owner's authorized agent must establish and maintain the required construction-site fire- prevention program and designate a site safety director. The site safety director is responsible for completing a daily fire-safety inspection covering the building and exterior project areas. The results must be documented, retained on-site until the certificate of occupancy is issued, and made immediately available to the fire code official upon request. Options A, B, and D accurately reflect these administrative requirements.
                        The purpose is not merely record retention. Daily inspections are intended to identify conditions such as obstructed fire apparatus access, blocked hydrants or fire department connections, exposed temporary wiring, improper hazardous-material storage, uncontrolled combustible debris, unavailable extinguishers, impaired standpipes, and deficient hot-work controls.
                        A special inspector is not automatically the site safety director. However, observations involving installed passive protection or unsafe construction conditions should be communicated through the approved reporting process. The owner remains accountable for implementing the site safety plan and maintaining the required documentation.
                        References/Topics: 2021 IFC Sections 3303.1 through 3303.3; site safety director and daily fire-safety inspection records.


                        NEW QUESTION # 41
                        Both surfaces of a two-hour-rated mass timber wall that serves as a required separation between a Group R and Group I-2 occupancy in a Type IV-C building must be protected by at least which of the following?

                        Answer: A

                        Explanation:
                        The minimum additional protection is 1/2-inch gypsum board or an approved equivalent thermal barrier
                        , making option C correct.
                        The wall in the question functions as an occupancy separation. Under IBC Section 508.4.4.1, mass timber elements serving as fire barriers or horizontal assemblies separating occupancies in Type IV-B or IV-C construction must be separated from the building interior by an approved thermal barrier consisting of gypsum board at least 1/2 inch thick , or a material satisfying both applicable NFPA 275 thermal-barrier tests.
                        Because the wall separates two interior occupancies, each face is exposed to interior space; consequently, the thermal-barrier requirement applies to both surfaces .
                        This requirement must not be confused with the wall ' s two-hour fire-resistance rating. The underlying mass timber wall must independently satisfy the required two-hour assembly performance. The 1/2-inch gypsum protection is an additional thermal-barrier condition imposed because the rated separation is constructed of mass timber in Type IV-C.
                        Option D would provide substantially more gypsum protection than the specific occupancy-separation provision requires.
                        References/Topics: 2021 IBC Sections 508.4.4 and 508.4.4.1; Type IV-B/IV-C mass timber occupancy separations; approved thermal barriers; NFPA 275.


                        NEW QUESTION # 42
                        Adhesives used to resist passage of air in construction Type IV-C, shall be in accordance with which of the following standards?

                        Answer: D

                        Explanation:
                        Adhesives installed to resist air passage at qualifying mass timber interfaces must comply with ASTM D3498.
                        Therefore, option C is correct. IBC Section 703.7 applies this requirement to Types IV-A, IV-B, and IV-C at prescribed abutting edges and intersections of building elements that require fire-resistance ratings.
                        ASTM D3498 addresses adhesives used for field-gluing wood-based structural components. Compliance is significant because the adhesive must retain adequate bond performance under the environmental and service conditions associated with the approved application. The special inspector should verify product identification, compatibility with the timber substrate, manufacturer instructions, storage conditions, shelf life, surface preparation, application temperature, coverage, and curing.
                        UL 263 is a fire-resistance test standard for building assemblies and structural elements; it is not the product standard for the adhesive. ASTM A653 applies to metallic-coated steel sheet. ASTM F1575 concerns pressure-sensitive safety glazing films and is unrelated to sealing mass timber interfaces.
                        Where the adhesive is required by Section 703.7, its installation is subject to periodic special inspection under Section 1705.20 unless the applicable code exception removes the sealing requirement.
                        References/Topics: 2021 IBC Sections 703.7 and 1705.20; ASTM D3498; Type IV-C sealing requirements.


                        NEW QUESTION # 43
                        Sealants used to resist passage of air in construction Type IV-A, shall be in accordance with which of the following standards?

                        Answer: D


                        NEW QUESTION # 44
                        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?

                        Answer: D

                        Explanation:
                        The construction detail identifies a 1/2-inch tolerance between the steel beam web and the adjacent CLT panel. Therefore, option B is correct.
                        This is principally a construction-document interpretation question rather than a generic prescriptive IBC dimension. The 2021 IBC does not establish one universal steel-web-to-CLT clearance applicable to every mass timber connection. The required clearance is project specific and is established by the registered design professional through the approved structural drawings and connection details.
                        The tolerance provides erection clearance for placement of the prefabricated CLT around the steel member while accounting for fabrication and installation variation. It must not be arbitrarily reduced or increased because the gap can affect panel fit, bearing conditions, fastener alignment, fire-protection continuity, acoustic treatment and any specified joint-filling material.
                        Under the special-inspection framework, the inspector must compare the installed connection directly with the approved construction documents. Any condition that does not maintain the specified 1/2-inch clearance-or any undocumented field modification to the CLT or steel connection-must be reported and resolved through the registered design professional rather than accepted solely on the contractor's direction.
                        References/Topics: Approved structural details; 2021 IBC Sections 1704.2 and 1705.5; inspection of mass timber erection, anchorage and connections.


                        NEW QUESTION # 45
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