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Plinth at sill beam — vertical GS MW U panel layout, variant II

Plinth variant II with greater projection (d=60-100 mm) — for taller premium façades and heavier rainfall. Identical construction to variant I (p. 49) with extended OB-13.

Plinth at sill beam — vertical GS MW U panel layout, variant II

Junction function

Plinth variant II for U panels = variant I with greater projection; intended use identical to S/CH variant II (p. 17) — tall façades, aggressive climate, premium projects.

Critical installation aspects

  • Extended OB-13 requires stronger anchoring to the sill beam.
  • Drainage strip in the ground below the drip edge — paving blocks or gravel.
  • Other principles — see variant I (p. 47).

Documentation

GS MW S/CH/U Technical Catalogue (Gór-Stal 2025), page 46 — Plinth, vertical GS MW U layout, variant II. Scale 1:5.

Components in this junction

Panel (1)
Flashing (3)
Accessory (1)
Fastener (2)
  • 08
    Self-drilling fastener for sandwich panels
  • 10
    Self-drilling fastener for sheet metal or 4.0×8.0 rivet
Sealant (2)
  • 06
    PES sealing tape
  • 07
    Impregnated polyurethane gasket
Element (1)
  • 03
    Sill beam