93-Tall-Mass-Timber-Buildings Prüfungsmaterialien - 93-Tall-Mass-Timber-Buildings Zertifizierungsfragen

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

SectionObjectives
Topic 1: Code Compliance and Related Requirements- Documentation and verification of compliance
- Sound transmission requirements
- Energy code requirements applicable to mass timber buildings
Topic 2: Tall Mass Timber Building Code Provisions- Types IV-A, IV-B and IV-C construction
- International Building Code requirements for tall mass timber construction
- Mass timber materials and construction requirements
Topic 3: Special Inspection Requirements- Inspection of connections and protective materials
- Inspector duties and responsibilities
- Special inspection procedures for tall mass timber buildings
Topic 4: Structural Inspection- Connections and fastening systems
- Mass timber structural elements
- Structural loads and related code requirements
Topic 5: Fire Protection and Fire-Resistance- Noncombustible protection and protection of mass timber elements
- Fire-resistance requirements
- Fire protection systems and related provisions
Topic 6: Construction Fire Safety- International Fire Code requirements
- Construction-phase fire safety requirements
- Protection of mass timber during construction

>> 93-Tall-Mass-Timber-Buildings Prüfungsmaterialien <<

Echte und neueste 93-Tall-Mass-Timber-Buildings Fragen und Antworten der International Code Council 93-Tall-Mass-Timber-Buildings Zertifizierungsprüfung

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International Code Council 93-Tall-Mass-Timber-Buildings 93-Tall-Mass-Timber-Buildings Prüfungsfragen mit Lösungen (Q69-Q74):

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

Antwort: C


70. Frage
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?

Antwort: B

Begründung:
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.


71. Frage
Adhesives used to resist passage of air in construction Type IV-C, shall be in accordance with which of the following standards?

Antwort: D

Begründung:
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.


72. Frage
Combustible construction forming concealed spaces shall be protected with noncombustible protection with an assigned time of 40 minutes in which construction type?

Antwort: C

Begründung:
The requirement applies to Type IV-C construction. Under the 2021 IBC provisions governing Type IV-C, combustible construction forming concealed spaces must be protected with noncombustible protection having an assigned protection time of not less than 40 minutes. Therefore, option C is correct.
The assigned protection time is determined using the protection-time values prescribed by the code, including the applicable values for gypsum board and other approved noncombustible materials. The provision is intended to delay ignition and involvement of combustible mass timber surfaces located within concealed spaces, where fire growth might otherwise remain undetected and become difficult for fire-suppression personnel to access.
Type IV-A and Type IV-B are subject to more extensive noncombustible protection requirements because those construction types support taller buildings and require greater protection of mass timber elements. Type IV-HT uses the traditional heavy-timber concealed-space provisions and may employ alternative methods, such as complete filling with noncombustible insulation.
During inspection, the special inspector must confirm that the installed layers, thicknesses, fastening patterns, joints, penetrations, and transitions collectively provide the required 40-minute assigned protection time.
References/Topics: 2021 IBC Section 602.4.3.5; Table 722.7.1(1); Type IV-C concealed-space protection.


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


The exterior wall section shown in the Figure provides the prescribed noncombustible protection required by which Construction Type?

Antwort: B

Begründung:
The illustrated wall corresponds to Type IV-A construction , making option A correct. The key indicator is the extensive Type X gypsum protection provided on the interior face of the CLT wall. Figure 63 shows multiple layers of 5/8-inch Type X gypsum board protecting the interior mass timber, together with the required exterior-side protection.
Type IV-A is the most comprehensively protected of the three tall mass timber construction classifications.
IBC Section 602.4.1.2 requires the interior faces of all mass timber elements , including the inside face of exterior mass timber walls, to be protected with qualifying noncombustible material. Section 602.4.1.2.1 requires the protection contribution to satisfy Table 722.7.1(1) and never be less than 80 minutes. Type IV-A exterior walls also require at least 40 minutes of noncombustible protection on the outside face.
The three interior layers shown are consistent with a heavily protected Type IV-A rated wall. By contrast, Type IV-B permits limited exposed interior mass timber, while Type IV-C expressly permits mass timber interior elements to remain unprotected. Type IV-HT operates under fundamentally different heavy-timber provisions.
References/Topics: 2021 IBC Sections 602.4.1.1, 602.4.1.2 and 602.4.1.2.1; Tables 601 and 722.7.1(1)-(2).


74. Frage
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