Roof tie down system of fall restraint and fall arrest for worker safety.
Roof anchor spec section.
Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer.
Our strongtop permanent suspended maintenance products can be used on concrete structural steel timber and locally reinforced wood buildings.
The load shall be applied over the entire panel width.
Section 03400 pre cast concrete c.
Anchor and components tested for the following loads.
Minimum 6 thickness for adhesive anchor connection.
Restraint roof anchor s shall be designed per ansi z359 2 ansi z359 6.
The roof anchor s shall prevent workers from reaching and falling into any open hole or off the edge of a working surface.
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.
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.
Includes railing systems and roof anchor systems activar construction products group j l.
Minimum 4 thickness for mechanical anchor connection.
Section 05400 cold formed metal framing f.
Minimum concrete strength fc 2 000 psi.
At ats all of our roof anchor inspection services are designed with compliance in mind for the following standards.
Standing seam anchor point of following types.
We specialize in roof anchor points wall anchor points rigging sleeves and davit arms sizing each product to meet your needs and specifications.
The roof anchor s shall comply with thaler design requirements.
Metal roof panel systems shall have no water leakage at a pressure differential of 6 24 psf when tested in accordance with astm e1646.
The roof anchor s shall comply with the requirements for fall arrest roof anchor s as indicated in this document.
Section 03300 cast in place concrete b.
Standards with a safety factor of 2.
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.
