Section 03300 cast in place concrete b.
Roof anchor spec section.
Standards with a safety factor of 2.
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.
Minimum 4 thickness for mechanical anchor connection.
Our strongtop permanent suspended maintenance products can be used on concrete structural steel timber and locally reinforced wood buildings.
Includes railing systems and roof anchor systems activar construction products group j l.
We specialize in roof anchor points wall anchor points rigging sleeves and davit arms sizing each product to meet your needs and specifications.
Standing seam roof anchor ssra1 for individual worker capable of withstanding load as allowed by osha ansi 5 000 lbs.
Minimum 6 thickness for adhesive anchor connection.
Section 05400 cold formed metal framing f.
The roof anchor s shall comply with thaler design requirements.
The roof anchor s shall prevent workers from reaching and falling into any open hole or off the edge of a working surface.
Section 05100 structural metal framing d.
Section 03400 pre cast concrete c.
At ats all of our roof anchor inspection services are designed with compliance in mind for the following standards.
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.
Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer.
Section 05310 metal decking e.
Metal roof panel systems shall have no water leakage at a pressure differential of 6 24 psf when tested in accordance with astm e1646.
Roof tie down system of fall restraint and fall arrest for worker safety.
Anchor and components tested for the following loads.
Standing seam anchor point of following types.
Minimum concrete strength fc 2 000 psi.
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.
