9
The resistance to wind loads in the closed and locked state depends on the respective construction of the
windows and balcony doors. If wind loads in accordance with DIN EN 12210 (in particular test pressure p3) are
to be expected, suitable hardware are to be selected and agreed on separately in conjunction with the
respective window construction and the frame material.
The defined maximum sash weights for the individual hardware designs must not be exceeded.
The component with the lowest permissible load capacity determines the maximum sash weight. Application
diagrams and component mappings must be observed.
The hardware and the rebate spaces must be sufficiently ventilated, especially during the construction phase,
so that they are not exposed to direct moisture or condensation.
The hardware are to be kept free of deposits and contamination by building materials (construction dust,
gypsum plaster, cement etc.), therefore windows must be covered accordingly.
The hardware must only be cleaned or polished with mild, pH-neutral detergents in diluted form.
Attach the operating label in a clearly visible manner to the built-in lift and slide sash. The operating label is
located in the basic box or in the "corner deflection" package.
Summary of Contents for HS Salamander evolution Drive 82
Page 18: ...18 7 90 500 7 7 7 7 Assembly on the frame Supplement calculation formulas Scheme G1...
Page 27: ...27 9 17 10 Assembly on the frame Threshold assembly Scheme D...
Page 28: ...28 60 60 7 5 x 122 3 4x 206231 max 300 5 5 Assembly on the frame Threshold assembly Scheme D...
Page 30: ...30 400 410 1000 1010 27 16 2227626 Assembly on the sash Drilling and milling jig for HS handle...
Page 34: ...34 1 2 3 4 5 6 7 Assembly on the sash Handle assembly...
Page 35: ...35 4 x 20 0 0 Assembly on the sash and frame Gasket bridge Scheme D...
Page 36: ...36 G L U E Assembly on the sash and frame Gasket block Scheme D...
Page 41: ...41 1 2 1 10 35 RAB 2 RAB RAB 2 3 M 4 x 12 40 41 Assembly on the sash and frame Locking block...
Page 48: ...48 65 FB RAB 2 32 5 FB RAB 2 32 5 L RAB 14 65 14 Horizontal cross section Scheme D...
Page 49: ...49 Notes...
Page 50: ...50 Notes...
Page 51: ...51 Notes...