Roof Anchor Spec Section
Anchor and components tested for the following loads.
Roof anchor spec section. Standing seam anchor point of following types. Section 05400 cold formed metal framing f. Standing seam roof anchor ssra1 for individual worker capable of withstanding load as allowed by osha ansi 5 000 lbs. At ats all of our roof anchor inspection services are designed with compliance in mind for the following standards.
The roof anchor s shall comply with the requirements for fall arrest roof anchor s as indicated in this document. 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 concrete strength fc 2 000 psi. 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.
Standards with a safety factor of 2. Minimum 6 thickness for adhesive anchor connection. The roof anchor s shall prevent workers from reaching and falling into any open hole or off the edge of a working surface. Our strongtop permanent suspended maintenance products can be used on concrete structural steel timber and locally reinforced wood buildings.
Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer. Section 03400 pre cast concrete c. Includes railing systems and roof anchor systems activar construction products group j l. 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.
The roof anchor s shall comply with thaler design requirements. We specialize in roof anchor points wall anchor points rigging sleeves and davit arms sizing each product to meet your needs and specifications. Section 05310 metal decking e. Roof tie down system of fall restraint and fall arrest for worker safety.
Section 05100 structural metal framing d. The load shall be applied over the entire panel width. 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.