93-Tall-Mass-Timber-Buildings최고기출문제 - 93-Tall-Mass-Timber-Buildings덤프샘플문제

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

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

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      최신 Special Inspector 93-Tall-Mass-Timber-Buildings 무료샘플문제 (Q67-Q72):

      질문 # 67
      Which of the following provisions for mass timber used for interior exit and elevator hoistway enclosures is true?

      정답:D

      설명:
      Option A correctly reflects the required noncombustible protection for protected Type IV-A mass timber.
      Under IBC Section 602.4.1.2.1, the noncombustible protection applied to interior faces of Type IV-A mass timber must contribute the protection time determined by the applicable provisions of Section 722.7, but not less than 80 minutes .
      The broader Type IV provisions are particularly important for interior exit and elevator hoistway enclosures.
      In qualifying tall mass timber buildings with an occupied floor more than 75 feet above the lowest level of fire department access, mass timber interior exit and elevator hoistway enclosures are permitted up to the specified height limits only where protected in accordance with Section 602.4.1.2. For a two-hour, 120- minute-rated enclosure, at least 80 minutes must therefore come from the prescribed noncombustible protection.
      Type IV-B likewise uses an 80-minute minimum for protected interior mass timber, so option B ' s 40-minute value is incorrect. Type IV-C has different exposure allowances and shaft-protection provisions, but option C does not state the controlling tall-building enclosure requirement tested here. Type IV-HT is not governed by the Type IV-A tall mass timber enclosure protection rule.
      References/Topics: 2021 IBC Sections 602.4 and 602.4.1.2 through 602.4.1.2.1; Section 722.7.


      질문 # 68
      Which of the following requires continuous special inspection?

      정답:B

      설명:
      Adhesive anchors installed horizontally to resist sustained tension loads require continuous special inspection.
      Therefore, option D is correct.
      Continuous special inspection means that the special inspector must be present during the performance of the regulated work. This heightened oversight is necessary because horizontal or upwardly inclined adhesive- anchor installations resisting sustained tension are sensitive to installation variables such as borehole cleaning, adhesive proportioning, mixing, placement, embedment depth, temperature, cure time, and prevention of adhesive loss before curing. A concealed installation defect can substantially reduce long-term tension capacity.
      The other listed activities are generally subject to periodic inspection under the mass timber special-inspection provisions. Periodic inspection allows the inspector to observe the work intermittently at appropriate stages rather than remaining present throughout the entire operation. Bolted connections, concealed mass timber connections, and anchorage of mass timber construction to deep foundation systems must still be inspected, but the code does not automatically designate each of those activities as continuous.
      The inspector should also verify installer certification where required, approved adhesive-anchor evaluation documentation, expiration dates, storage conditions, drilling method, hole dimensions, and compliance with the approved structural documents.
      References/Topics: 2021 IBC Sections 1705.3 and 1705.5.3; Table 1705.3; continuous inspection of adhesive anchors under sustained tension.


      질문 # 69
      Refer to the exhibit by clicking on the EXHIBIT button above.


      In the detail shown, which fasteners require fire protection according to AWC Technical Report 10?

      정답:D

      설명:
      The 1/2-inch lag screws attaching the structural steel ledger require fire protection, making option D correct. These fasteners are structural components of the ledger-to-CLT connection and therefore form part of the connection whose fire performance must be maintained for the required duration.
      AWC Technical Report 10 states that wood structural connections-including their connectors, fasteners, and participating members-must be protected from fire exposure for the required fire-resistance time
      . Protection may be provided by wood cover, fire-rated gypsum board, other approved materials, or a combination.
      TR10 distinguishes structural connection fasteners from small fasteners used merely to hold sacrificial protection in place. The report specifically explains that fasteners attaching protective wood strips need not themselves be protected, provided they are sufficiently long to keep the protection in position throughout the required exposure.
      In the illustrated ledger connection, the 1/2-inch lag screws transfer structural load between the steel ledger and CLT wall. Their thermal protection is therefore integral to maintaining connection capacity.
      References/Topics: AWC Technical Report No. 10 Sections 4.5 and connection examples; thermal protection of structural connectors and fasteners.


      질문 # 70
      Periodic special inspection of sealants or adhesives as specified by the International Building Code Section
      703.7 shall be conducted at which of the following locations?

      정답:D

      설명:
      IBC Section 703.7 requires sealant or adhesive to resist air passage at the abutting edges and intersections of mass timber building elements where those elements are required to be fire-resistance rated. Section 1705.20 then requires periodic special inspection where those prescribed sealants or adhesives are installed. Option C repeats that first required location accurately.
      Option D is defective because the code requires sealing at an intersection between mass timber and another material only where both intersecting building elements are required to be fire-resistance rated. The phrase
      "one or the other" materially weakens the condition. Option A is also too broad. A code-defined joint is not automatically subject to Section 703.7; fire-resistant joint systems are separately regulated by Section 715 and, where applicable, Section 1705.18.
      Option B describes the exception in reverse. Sealant or adhesive need not be added under Section 703.7 where it is not a required component of the tested fire-resistance-rated assembly. When it is part of the listed or tested assembly, it must be installed accordingly, but that statement does not identify the primary location requested.
      References/Topics: 2021 IBC Sections 703.7 and 1705.20; sealing of adjacent rated mass timber elements; periodic inspection.


      질문 # 71
      Sealants used to resist passage of air in construction Type IV-A, shall be in accordance with which of the following standards?

      정답:A


      질문 # 72
      ......

      지금 같은 정보시대에, 많은 IT업체 등 사이트에International Code Council 93-Tall-Mass-Timber-Buildings인증관련 자료들이 제공되고 있습니다, 하지만 이런 사이트들도 정확하고 최신 시험자료 확보는 아주 어렵습니다. 그들의International Code Council 93-Tall-Mass-Timber-Buildings자료들은 아주 기본적인 것들뿐입니다. 전면적이지 못하여 응시자들의 관심을 쌓지 못합니다.

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