Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.Nails for wall sheathing are permitted to be common, box or casing. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more.Span is permitted to be 24 inches on center for floors where 1 1/ 2 inches of cellular or lightweight concrete is applied over the panels.Span is permitted to be 24 inches on center where 3/ 4-inch wood strip flooring is installed at right angles to joist.For 1/ 2-inch panel, maximum span shall be 24 inches.Only lumber blocking shall satisfy blocked diaphragm requirements.
0 Comments
Leave a Reply. |
Details
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |