Providing conclusions on the fire resistance of a structural element based on the fire protection coating thickness measurement documents of accredited institutions and/or fire protection coating identification test data.

The fire protection coating is assessed and the conclusion is provided after analyzing the following documents:

Drawings (diagrams) of the layout of all steel structures covered with fire protection coatings of the inspected structure;

Copies of the completed construction work log extract, declaration of the entity that performed the work, etc., which must indicate the list of steel structures covered with fire protection coatings, their specifications, quantities, mass coefficients and the names of the coatings (primer, fire protection coating and top coating layer) applied to them, layer thicknesses, method of application of each layer, date, and complete drying time;

Declaration of the fire protection coating manufacturer on the compatibility of the fire protection coating with the primer and top coating layer;

Declaration of performance or declaration of conformity of the fire protection coating and instructions for use of the fire protection coating prepared by the manufacturer;

A signed and prepared part of the construction project, which provides for calculations of critical temperatures of structures (all initial data, calculation methodologies used, names of computer programs, other parameters required for calculating critical temperatures of structures, etc. are provided)

After evaluating the submitted documentation, laboratory employees prepare a conclusion on the fire resistance of structures, in which the results are presented accurately and objectively in the appropriate form prepared for a specific test method.

*You can download the application form for submitting a fire resistance conclusion HERE.