Standard Interpretations - (Archived) Table of Contents|
| Standard Number:||1926.451|
October 3, 1985
Mr. John Rectenwald
General Electric Corporation
1100 West Avenue, Building 16464
Lynn, Massachusetts 01910
Dear Mr. Rectenwald:
Mr. Richard B. Starrak, President George McQueston Company, Inc., located in Iron Horse Park, North Billerica, Massachusetts, requested that this office write to you concerning the Occupational Safety and Health Administration's (OSHA) requirements for scaffold plank.
29 CFR 1926.451(a)(10) of our Construction Industry standards requires all planking to be Scaffold Grades, or equivalent, as recognized by approved grading rules for the species of wood used. The maximum permissible spans for 2x10 inch or wider planks shall be as shown in the following table.
_________________________________________________________________ Full thickness Nominal thickness undressed lumber lumber(1) _________________________________________________________________ Working load (p.s.f.) 25 50 75 25 50 Permissible span (ft.) 10 8 6 8 6 _________________________________________________________________(1) Nominal thickness lumber not recommended for heavy duty use.
It appears, based on a copy of a West Coast Lumber Inspection Bureau inspection certificate included with Mr. Starrak's letter to us that 2"x10" selected structural scaffold plank used in conformance with the spans allowed in Table L-3 would satisfy our planking standards.
If we can be of further assistance, please let us know.
John B. Miles, Jr., Director
Directorate of Field Operations
|Standard Interpretations - (Archived) Table of Contents|