fischer ETICS-Fixings EWI catalogue Page 17
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Hammerset fixings termoz CNplus LOADS LASTEN termoz CNplus 8 3) Highest permissible loads for a single anchor1) 4) for fixing of external thermal insulation composite systems with rendering. For the design the complete assessment ETA 09/0394 has to be considered. Base material Brick raw density min. compressive min. min. brick strength embedment depth member thickness fb hnom hmin [kg/dm³] [N/mm²] [mm] [mm] Concrete acc. EN 206-1:2000 CNplus 8 C12/15 - C50/60 356) Weather resistant concrete shell CNplus 8 ≥ C20/25 356) Calcium silicate solid bricks KS acc. EN 771-2:2011 CNplus 8 ≥ 1,8 20 356) Solid clay bricks Mz acc. EN 771-1:2011 CNplus 8 ≥ 1,8 20 356) Solid concrete blocks Vbn acc. EN 771-3:2011 CNplus 8 ≥2 20 356) Hollow calcium silicate bricks KSL acc. EN 771-2:2011 CNplus 8 ≥ 1,4 16 356) Vertically perforated clay bricks HLz acc. EN 771-1:2011 ≥1 12 357) CNplus 8 ≥ 1,6 48 357) Lightweight concrete blocks Vbl acc. EN 771-3:2011 CNplus 8 ≥ 1,6 10 356) Lightweight concrete hollow blocks Hbl acc. EN 771-3:2011 CNplus 8 ≥ 1,2 10 356) Lightweight aggregate concrete LAC acc. EN 1520:2011, EN 771-3:2011 CNplus 8 ≥ 0,9 6 556) Autoclaved aerated concrete blocks AAC acc. EN 771-4:2011 CNplus 8 ≥ 0,4 4 557) 2 1) 2) 3) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of F = 1,5 are considered. Minimum possible axial spacings resp. edge distances acc. assessment. Plastic anchor for fixing of external thermal insulation composite systems with rendering acc. ETAG 014. Only tensile wind loads are permitted. 4) 5) 6) 7) 14 permissible tensile load 3) Nperm Concrete and masonry 5) min. min. spacing 2) edge distance 2) smin cmin [kN] [mm] [mm] 100 0,30 100 100 42 0,30 100 100 100 0,30 100 100 100 0,30 100 100 100 0,30 100 100 100 0,17 100 100 100 100 0,17 0,25 100 100 100 100 100 0,25 100 100 100 0,20 100 100 100 0,13 100 100 100 0,10 100 100 The given loads are valid for installation and use of fixations in dry masonry for temperatures in the substrate up to +24 °C (resp. short term up to 40 °C). Restrictions concerning the manufacturer and the permissible hole patterns as well as the web thickness see assessment. Hammer drilling Rotary drilling
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