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13014914
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Last modified
8/7/2025 8:00:15 PM
Creation date
8/7/2025 11:25:27 AM
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Permits
Permit Address
3871 LANGLEY ST SE
Permit City
Salem
Permit Number
555-23-004402-STR
Parcel Number
082W18B 02400
Permit Type
Structural
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Where unconcealed connections are desired,justification Interior Finish Requirements <br /> of the fire-resistance rating through other means acceptable When using exposed mass timber framing, structure also <br /> be jurisdiction shall be provided.Some projects havetied <br /> functions as finish making it necessary to consider interior <br /> intumescent paints to provide protection for exposed finish provisions of the code. IBC Chapter 8 provides <br /> connections. <br /> requirements and limitations for items such as flame spread <br /> In 2017,three different configurations of glulam beam-to- index, heat release and flashover,and flame propagation <br /> column connection fire tests were conducted using the limitations for interior finishes. Section 803 covers wall and <br /> ASTM E 119 time-temperature curve.The completed fire ceiling finishes which are the most common applications <br /> tests and supporting reports allow engineers and architects of exposed mass timber. Exposed heavy timber elements <br /> to specify these tested connection assemblies and satisfy complying with the requirements of Type IV construction <br /> the requirements noted above.All three tests consisted are not subject to interior finish requirements, except in <br /> of a glulam beam and column connected with one or two specific egress passages, per IBC Section 803.3. Due to <br /> prefabricated hangers. Each connection was also structurally this,an argument could be made that any exposed mass <br /> loaded. Ratings of 1 hour and 1.5 hours were achieved. timber elements,even those in construction types other <br /> The full report and fire test documents are available in the than IV,would not be subject to interior finish requirements. <br /> Think Wood Research Library which includes mass timber However, if a jurisdiction is applying these requirements to <br /> research from around the world exposed mass timber elements used in Types I, II, III or V, <br /> the following provisions exist. <br /> A qualified professional can also be retained to perform an <br /> engineering analysis on a proposed connection detail in order IBC Section 8031.1 defines how materials are classified for <br /> to evaluate its performance under fire conditions flame spread smoke-developed index performance. It states: <br /> Interior wall and ceiling finish materials shall be classified <br /> in accordance with ASTM E84 or UL 723. Such interior <br /> finish materials shall be grouped in the following classes in <br /> accordance with their flame spread and smoke-developed <br /> indexes. <br /> 41 Class A. Flame spread index 0-25;smoke-developed <br /> index 0-450 <br /> Class B:Flame spread index 26-75;smoke-developed <br /> index 0-450 <br /> Class C:Flame spread index 76-200;smoke-developed <br /> index 0-450 <br /> IBC Table 80311 provides the requirements for interior <br /> finish class(A, B or C),which is a function of the building's <br /> \ occupancy, whether or not it is sprinklered,and where in the <br /> building the finish is located. For sprinklered buildings,most <br /> occupancies and building areas require a class B or class C <br /> finish per Table 9. <br /> AWC's Design for Code Acceptance I -Flame Spread <br /> ..' Performance of Wood Products Used for Interior Finish <br /> (DCA 1) lists flame spread values for a number of wood <br /> i <br /> r species and wood panel products.Table 10 shows values <br /> for common species used in softwood mass timber <br /> framing members. Mass timber product manufacturers have <br /> 471- conducted ASTM E 84 tests on their products and have found <br /> 4 results matching or exceeding those presented in DCA 1 <br /> ;n <br /> S rf <br /> I <br /> 14 <br />
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