![]() Such planks shall be identified by the grade stamp of such association or agency. (b) Solid sawn wood used as scaffold planks shall be selected for such use following the grading rules established by a recognized lumber grading association or by an independent lumber grading inspection agency. ![]() All dimensions are nominal sizes as provided in the American Softwood Lumber Standards, dated January 1970, except that, where rough sizes are noted, only rough or undressed lumber of the size specified will satisfy minimum requirements. (a) The following tables, and the tables in part 2-Specific guidelines and tables, assume that all load-carrying timber members (except planks) of the scaffold are a minimum of 1,500 lb-f/inĢ (stress grade) construction grade lumber. (2) Masons' multi-point adjustable suspension scaffolds. (1) Stonesetters' multi-point adjustable suspension scaffolds. (p) Two-point adjustable suspension scaffolds. (o) Single-point adjustable suspension scaffolds. (n) Step, platform and trestle ladder scaffolds. (g) Form scaffolds and carpenters' bracket scaffolds. (d) Plasterers', decorators' and large area scaffolds. Scaffold components which are not selected and loaded in accordance with this Appendix, and components for which no specific guidelines or tables are given in this appendix (e.g., joints, ties, components for wood pole scaffolds more than 60 feet in height, components for heavy-duty horse scaffolds, components made with other materials, and components with other dimensions, etc.) must be designed and constructed in accordance with the capacity requirements of § 1926.451(a), and loaded in accordance with § 1926.451(d)(1). However, the guidelines do not provide all the information necessary to build a complete system, and the employer is still responsible for designing and assembling these components in such a way that the completed system will meet the requirements of § 1926.451(a). An employer may use these guidelines and tables as a starting point for designing scaffold systems. This appendix provides non-mandatory guidelines to assist employers in complying with the requirements of subpart L of this part. ![]() And if the result is a weakened portion of the deck you are creating a hazard.(Non-mandatory) Appendix A to Subpart L of Part 1926-Scaffold Specifications So the answer is no, do not cut Laminated Scaffold Plank to width since there is no need to. If the gap is too small to add a 9 1/4" plank you can ignore it. At 9 1/2" or less you can ignore the gap. Since the laminated scaffold plank, called a 2x10, is actually 9 1/4" wide, to fill a 9 1/2" gap you would just add one more. Remember that you are permitted to have up to 9 1/2" of gap in the platform floor per this 2010 interpretation of 29 CFR §1926.451. Do use reasonable care in cutting and handling the planks to avoid having any separation of the lamination. Cutting them to length is not a problem since there is no special treatment of the end of these planks. It depends on whether you plan to cut them to length, or to width. Is It OK To Cut Laminated Scaffold Planks (OSHA Planks)? This question comes from masons who are buying our discounted Laminated Scaffold Plank in order to meet OSHA regulations for safety in Bil Jax scaffold use.
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