Base board: Maritime Pine throughout Plywood Faces (IAW EN 635-3): III / III Face side III Admitting open defects Roofing applications in traditional timber framed constructions Admitting open defects Finishing: unsanded 2 sides Edge machining: with tongue & groove Average density (IAW EN 323): 580 kg/m3 (+/- 10%) Bonding (IAW EN 314-2): class 3 Service (IAW EN 636): class 1-2-3 (interior, humid and exterior conditions) - flooring IAW EN 12871 Formaldehyde release classification (IAW EN 13986): E1 Content of Pentachlorophenol (IAW EN 13986): PCP ≈ 0 ppm Sizes, number of plies & packaging Packing Other sizes & thicknesses: on request Preservative treatments, fungicide & Insecticide, antitermite: optional on request Cutting & TG processing: optional on request Flat, on intermediate bearers, in an enclosed dry and ventilated building, clear of the ground. As far as storage on site is concerned, provision should be made to cover the panels with an opaque waterproof sheeting with the underside of the stacks clear of the ground. FURTHER PROCESSING & INSTALLATION PRODUCTION SITES Production on Thébault’s sites in France Compliance with standard practice, with regulations and with health and safety rules should be maintained at all times. Cutting and machining in the workshop possible except laser technology. MAD IN DESCR IPTION

TECHNICAL PROPERTIES Characteristic values (MPA) IAW EN 789 - 1058 for structural calculations IAW Eurocodes 12 Others characteristic values Available on DOP : Strength in: Tension (ft), Compression (fc), Panel shear (fv) and Planar shear(fr) Modulus of elasticity in: Tension (Et), Compression (Ec), Panel shear (Gv) and planar shear (Gr) SIzing - Span tables Maximum permissible span between supports IAW EN 1991-1-1 (5/03/2003). The table below has been calculated in accordance with the French national annex NF P06 -11-2 to EN 1991-1-1. It is given for indication purposes only. It is therefore...