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  <FDSYS>
    <CFRTITLE>29</CFRTITLE>
    <CFRTITLETEXT>Labor</CFRTITLETEXT>
    <VOL>8</VOL>
    <DATE>2014-07-01</DATE>
    <ORIGINALDATE>2014-07-01</ORIGINALDATE>
    <COVERONLY>false</COVERONLY>
    <TITLE>Guardrail Systems</TITLE>
    <GRANULENUM>B</GRANULENUM>
    <HEADING>Appendix B to Subpart M of Part 1926</HEADING>
    <ANCESTORS>
      <PARENT HEADING="Title 29" SEQ="4">Labor</PARENT>
      <PARENT HEADING="Subtitle B" SEQ="3">Regulations Relating to Labor (Continued)</PARENT>
      <PARENT HEADING="CHAPTER XVII" SEQ="2">OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT OF LABOR (CONTINUED)</PARENT>
      <PARENT HEADING="PART 1926" SEQ="1">SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION</PARENT>
      <PARENT HEADING="Subpart M" SEQ="0">Fall Protection</PARENT>
    </ANCESTORS>
  </FDSYS>
  <APPENDIX>
    <EAR>Pt. 1926, Subpt. M, App. B</EAR>
    <HD SOURCE="HED">Appendix B to Subpart M of Part 1926—Guardrail Systems</HD>
    <HD SOURCE="HD2">Non-Mandatory Guidelines for Complying with § 1926.502(b)</HD>

    <P>The standard requires guardrail systems and components to be designed and built to meet the requirements of § 1926.502 (b) (3), (4), and (5). This appendix serves as a non-mandatory guideline to assist employers in complying with these requirements. An employer may use these guidelines as a starting point for designing guardrail systems. 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 § 1926.502(b) (3), (4), and (5). Components for which no specific <PRTPAGE P="334"/>guidelines are given in this appendix (e.g., joints, base connections, components made with other materials, and components with other dimensions) must also be designed and constructed in such a way that the completed system meets the requirements of § 1926.502.</P>
    <P>(1) For wood railings: Wood components shall be minimum 1500 lb-ft/in<SU>2</SU> fiber (stress grade) construction grade lumber; the posts shall be at least 2-inch by 4-inch (5 cm×10 cm) lumber spaced not more than 8 feet (2.4 m) apart on centers; the top rail shall be at least 2-inch by 4-inch (5 cm×10 cm) lumber, the intermediate rail shall be at least 1-inch by 6-inch (2.5 cm×15 cm) lumber. All lumber dimensions are nominal sizes as provided by the American Softwood Lumber Standards, dated January 1970.</P>
    <P>(2) For pipe railings: posts, top rails, and intermediate railings shall be at least one and one-half inches nominal diameter (schedule 40 pipe) with posts spaced not more than 8 feet (2.4 m) apart on centers.</P>
    <P>(3) For structural steel railings: posts, top rails, and intermediate rails shall be at least 2-inch by 2-inch (5 cm×10 cm) by <FR>3/8</FR>-inch (1.1 cm) angles, with posts spaced not more than 8 feet (2.4 m) apart on centers.</P>
  </APPENDIX>
</CFRGRANULE>
