Roof tie down system of fall restraint and fall arrest for worker safety.
Roof anchor spec section.
Section 03300 cast in place concrete b.
Section 03400 pre cast concrete c.
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.
Anchor and components tested for the following loads.
Our strongtop permanent suspended maintenance products can be used on concrete structural steel timber and locally reinforced wood buildings.
Restraint roof anchor s shall be designed per ansi z359 2 ansi z359 6.
Section 05100 structural metal framing d.
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 thaler design requirements.
Section 05400 cold formed metal framing f.
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.
Minimum concrete strength fc 2 000 psi.
Standing seam roof anchor ssra1 for individual worker capable of withstanding load as allowed by osha ansi 5 000 lbs.
Contractor to coordinate installation of structural deck to meet requirements of roof anchor manufacturer.
We specialize in roof anchor points wall anchor points rigging sleeves and davit arms sizing each product to meet your needs and specifications.
Includes railing systems and roof anchor systems activar construction products group j l.
Minimum 6 thickness for adhesive anchor connection.
Standing seam anchor point of following types.
The roof anchor s shall comply with the requirements for fall arrest roof anchor s as indicated in this document.
Minimum 4 thickness for mechanical anchor connection.
The load shall be applied over the entire panel width.