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

SectionObjectives
Topic 1: Structural & Connection Inspection- Framing and Structural Elements
- Connection Design and Protection
Topic 2: Mass Timber Materials- CLT, Glulam, NLT, SCL and Engineered Wood Products
Topic 3: Inspection Duties & Documentation- Statement of Special Inspections
- Inspection Reporting and Compliance Verification
Topic 4: Fire-Resistance & Protection- Fire-Resistance-Rated Assemblies
- Noncombustible Protection & Encapsulation
- Concealed Spaces Protection
Topic 5: Construction Fire Safety
Topic 6: General & Construction Types- Construction Classification β€” Type IV-A, IV-B, IV-C
  • 1. Height and Area Limitations
    • 2. Allowable Uses and Limitations

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      International Code Council 93-Tall-Mass-Timber-Buildings Sample Questions (Q80-Q85):

      NEW QUESTION # 80
      Proprietary nails can be used by referencing which ICC-ES Evaluation Report?

      Answer: B

      Explanation:
      ICC-ES ESR-1539 is the applicable evaluation report, making option C correct. ESR-1539 addresses nails and staples manufactured by participating companies and evaluates their use in engineered and nonengineered structural connections.
      An ICC-ES Evaluation Report provides evidence that a proprietary product or system complies with specified building-code requirements where the product does not rely solely on the generic prescriptive provisions of the IBC. For proprietary nails, the report provides the technical basis needed to establish characteristics such as dimensions, materials, recognized structural applications, allowable design values, installation limitations, and conditions of use.
      The current ICC-ES document is published as ESR-1539P, reflecting subsequent administrative updates to the report, but the identifying evaluation-report number remains 1539 , matching option C and the examination question.
      For special inspection, merely recognizing the ESR number is not enough. The inspector should verify that the installed proprietary fastener is actually included in the report, that its diameter and length correspond to the approved construction documents, and that installation spacing, penetration, orientation, substrate, and other report conditions are satisfied.
      References/Topics: ICC-ES ESR-1539, structural nails and staples; proprietary fastener evaluation and installation requirements. ICC-ES states that the nails and staples covered by ESR-1539 are used in engineered and prescriptive structural connections.


      NEW QUESTION # 81
      Buildings of Types IV-A, IV-B, and IV-C construction designed to be greater than six stories above grade plane shall meet which of the following requirements for fire safety practices during construction?

      Answer: A

      Explanation:
      Option A is an exact requirement of the 2021 International Fire Code Section 3303.5 . For Type IV-A, IV- B, and IV-C buildings designed to exceed six stories above grade plane, standpipes must be provided in accordance with IFC Section 3313, unless otherwise approved by the fire code official.
      The IFC also requires a water supply for fire department operations, but that supply must be approved by the fire code official and fire chief; the code does not specifically mandate that it be a "portable" water supply.
      Option B is therefore incorrect.
      The remaining options alter important numerical requirements. Where noncombustible protection is required and construction exceeds six stories, at least one layer , not two, must be installed on applicable building elements more than four levels below active mass timber construction before additional floor levels are erected. Required exterior wall coverings are likewise required more than four levels below active mass timber construction, rather than two.
      These safeguards reduce the amount of exposed combustible construction while ensuring that effective fire department infrastructure progresses with the building.
      References/Topics: 2021 IFC Section 3303.5; Sections 3313 and related construction-stage fire protection requirements.


      NEW QUESTION # 82
      Sealants used to resist passage of air in construction Type IV-A, shall be in accordance with which of the following standards?

      Answer: B


      NEW QUESTION # 83
      What fire-resistance rating is required for Type IV-C exterior and interior bearing walls?

      Answer: C

      Explanation:
      IBC Table 601 requires both exterior and interior bearing walls in Type IV-C construction to have a minimum two-hour fire-resistance rating. Option B is correct.
      For exterior bearing walls, the Table 601 rating is not the only applicable criterion. Section 602.1 also requires exterior walls to satisfy Table 705.5 based on occupancy and fire separation distance. Where Table 705.5 or another provision imposes a more restrictive rating, the higher requirement governs.
      The two-hour rating may be achieved through the calculated structural fire resistance of the mass timber, approved noncombustible protection, or an approved combination of the two. Connections, intersections, penetrations, and abutting edges must not create a premature failure path or compromise the rated assembly.
      A one-hour reduction can be permitted for bearing walls supporting a roof only under Table 601, Footnote
      "a," but that exception does not apply to a wall carrying floors or other qualifying structural loads. The inspector must confirm the actual load path before accepting any reduced protection at the uppermost level.
      References/Topics: 2021 IBC Sections 601, 602.1 and 602.4; Tables 601 and 705.5; Type IV-C bearing walls.


      NEW QUESTION # 84
      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:

      Answer: D

      Explanation:
      Option C is the incorrect statement. The sealing inspection requirements in IBC Section 1705.20 do not automatically apply to every item classified as a "joint" under Section 202. They apply specifically where a sealant or adhesive required by Section 703.7 is installed on mass timber building elements identified in the approved construction documents.
      Section 703.7 addresses abutting edges and intersections of fire-resistance-rated mass timber elements and intersections between mass timber and other materials where both elements require a fire-resistance rating.
      These conditions require periodic special inspection because continuity of the air seal affects the fire performance assumed for the timber assembly.
      Option A is correct: qualifying sealants must comply with ASTM C920. Option B is also correct: adhesives used for this purpose must comply with ASTM D3498. Option D reflects the required inspection of sealant applications at the prescribed abutting edges and intersections, although the technically precise term is "mass timber building elements." Fire-resistant joint systems are governed separately by IBC Section 715 and may require inspection under Section 1705.18. The two inspection categories must not be treated as interchangeable.
      References/Topics: 2021 IBC Sections 703.7, 715, 1705.18 and 1705.20; ASTM C920; ASTM D3498.


      NEW QUESTION # 85
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