| 1 | Confirm the reaction-to-fire classification | Request the official classification for the mineral wool core and the complete panel product. An A1 classification indicates the tested product is non-combustible under the applicable European classification system. | EN 13501-1; classification should be supported by an appropriate declaration, assessment, or test documentation. | A core classification alone does not automatically prove that the finished sandwich panel or its joints have the same fire performance. |
| 2 | Ask for tested panel-assembly results | Check whether the exact wall or roof assembly has been tested, including panel thickness, steel facings, joint design, fasteners, seals, supports, and installation orientation. | Fire-resistance testing is commonly assessed using EN 13501-2 with test methods such as EN 1364-1 for non-loadbearing walls or EN 1365-1 for loadbearing walls, where applicable. | Fire performance belongs to the complete construction assembly, not only to the insulation material. |
| 3 | Check the required EI or REI rating | Match the project requirement to the documented rating. E represents integrity, I represents insulation, and R represents load-bearing capacity. | Examples include EI 30, EI 60, or another project-specified period in minutes. The required rating depends on the building design and local regulations. | An A1 reaction-to-fire classification does not by itself establish a 30-, 60-, or 90-minute fire-resistance rating. |
| 4 | Review the core construction and density | Verify the mineral wool type, nominal density, fibre orientation, lamella or standard-board construction, thickness, and compressive strength stated in the technical documentation. | Mineral wool products are commonly evaluated against product standards such as EN 13162, while the exact requirements depend on the product type and intended use. | Density and fibre orientation influence thermal, acoustic, mechanical, and fire performance; they should not be used as a substitute for a fire test report. |
| 5 | Inspect the joints, penetrations, and accessories | Confirm the approved joint geometry, sealants, fire-resistant strips, flashing, fasteners, openings, service penetrations, and perimeter details. | Require installation details that correspond to the tested or assessed configuration. Any deviation should be reviewed by the responsible fire engineer or competent authority. | Gaps, unsealed joints, combustible inserts, or untested penetrations can reduce the fire performance of an otherwise suitable panel system. |
| 6 | Compare thermal performance using declared values | Compare the declared thermal conductivity, panel thickness, thermal transmittance, and thermal-bridge details. Do not compare thickness alone. | Thermal conductivity is normally expressed in W/(m·K), and thermal transmittance in W/(m²·K). The declared values should be taken from the product technical documentation. | A thicker panel generally provides greater thermal resistance, but joints, fixings, moisture, and installation quality also affect the completed wall or roof. |
| 7 | Verify documentation, compliance, and installation limits | Collect the declaration of performance where applicable, product data sheet, fire classification report, fire-resistance report, installation manual, storage instructions, and permitted spans or loads. | Check compliance with the project specification, applicable building regulations, and relevant product or structural standards. Confirm that the report covers the proposed panel thickness and support spacing. | Correct documentation helps the designer, inspector, and installer confirm that the supplied panels match the approved design. |