Roof Anchor Spec Section

Osha 1910 27 and iwca 1 14 1 2001 window washing standard require that a building owner have roof anchor inspections and certifications performed on an annual basis.

Roof anchor spec section.

Standards with a safety factor of 2. Section 05100 structural metal framing d. The panels and concealed anchor clips shall be capable of supporting a 300 pound temporary concentrated load at the panel mid span in the installed condition. Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer.

Standing seam anchor point of following types. At ats all of our roof anchor inspection services are designed with compliance in mind for the following standards. The load shall be applied over the entire panel width. Our strongtop permanent suspended maintenance products can be used on concrete structural steel timber and locally reinforced wood buildings.

Section 05310 metal decking e. The roof anchor s shall prevent workers from reaching and falling into any open hole or off the edge of a working surface. The roof anchor s shall comply with the requirements for fall arrest roof anchor s as indicated in this document. Industries jl offers several lines of safety railings to prevent falls into rooftop openings including the saf t hatch railing that fits all brands of existing roof hatches with cap flashing field adjustable to fit flashing size.

Anchor and components tested for the following loads. Restraint roof anchor s shall be designed per ansi z359 2 ansi z359 6. The roof anchor s shall comply with thaler design requirements. Minimum concrete strength fc 2 000 psi.

Metal roof panel systems shall have no water leakage at a pressure differential of 6 24 psf when tested in accordance with astm e1646. Minimum 6 thickness for adhesive anchor connection. Minimum 4 thickness for mechanical anchor connection. Standing seam roof anchor ssra1 for individual worker capable of withstanding load as allowed by osha ansi 5 000 lbs.

Section 05400 cold formed metal framing f. Section 03400 pre cast concrete c. Section 03300 cast in place concrete b.