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// CODE SNIPPET

§27-619 Use of Non-Stress Grade Wood

NYC 1968 Code (Vol I) > 10 Structural Work > 7 Wood > §27-619 Use of Non-Stress Grade Wood
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The use of non-stress grade wood in structural elements shall be limited to the following conditions:

(a) Studs, joists, and rafters proportioned on the basis of the empirical provisions of section 27-622 of this article.

(b) The architect or engineer responsible for the design may assign an allowable stress value for the proposed material based on the provisions of reference standard RS 10-8 relating to "other species and grade". Under such condition, the required species and grade of wood, together with the assigned stress value, shall be conspicuously indicated on the plans.

Related Code Sections


§27-619 Structural Work, Use of Non-Stress Grade Wood
The use of non-stress grade wood in structural elements shall be limited to the following conditions: (a) Studs, joists, and rafters proportioned ...
NYC 1968 Code (Vol I) > 10 Structural Work > 7 Wood > §27-619 Use of Non-Stress Grade Wood
Article 8 Materials, Loads and Stresses [PDF] (page 24)
minimum computer stress at the values allowed in section C26-368.0 c for the kind of steel and fasteners used. 5. Details.-Members, subject ...
NYC 1938 Code [PDF] > 8 Materials, Loads and Stresses
Article 8 Materials, Loads and Stresses [PDF] (page 25)
standards are to be used, the actual sizes shall be shown on the plans. c. Where structures are designed for use of stress-grade lumber, or structural ...
NYC 1938 Code [PDF] > 8 Materials, Loads and Stresses
Section 2306 Wood, Allowable Stress Design
The structural analysis and construction of wood elements in structures using allowable stress design shall be in accordance with the following ...
NYC Building Code 2014 > 23 Wood > 2306 Allowable Stress Design
2306.3 Wood, Wood Diaphragms
by principles of mechanics without limitations by using values for fastener strength in the NDS structural design properties for wood structural panels ...
NYC Building Code 2008 > 23 Wood > 2306 Allowable Stress Design > 2306.3 Wood Diaphragms
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