Building components- external wall - awropo16a-04
 
 


Cross-section of standard configuration
[Additional views]

last update26.03.2014/hfa.plb
Data sheet

external wall: timber frame construction, not ventilated, without dry lining, with rendering


Performance rating

Fire protection performance  REI 60 
maximum ceiling height = 3 m; maximum load Ed,fi = 32,0 kN/m
Classified by MA39
 
Thermal performance U [W/(m²K)] 0,20 
Diffusion adequate adequate 
mw,B,A [kg/m²] 28,7 
Calculated by HFA
 
Acoustic performance Rw (C;Ctr)   52 (-3;-8)
Ln,w (Cl)  – 
Assessed by MA39
 
Sustainability* OI3Kon 10,8 
Calculated by IBO
 
   
  Register of building materials used for this application, cross-section
(from outside to inside, dimensions in mm)

  Thickness Building material  λ   μ min - max   ρ   c  Reaction to fire
EN
 4,0 plaster   1,000  10 - 35  2000  1,130   A1
 50,0 wood wool composite boards   0,090  2 - 5  370  2,000   B
 24,0 spruce wood closed cladding without spacing of cladding boards  0,130  50  500  1,600   D
 160,0 finger-jointed solid construction timber (60/..; e=625)  0,130  50  500  1,600   D
 160,0 glass wool [0,0035; R=50]   0,035  50  1,030   A1
 24,0 spruce wood closed cladding without spacing of cladding boards  0,130  50  500  1,600   D
  vapour barrier sd≥ 7m       1000     
 12,5 gypsum plasterboards with improved properties at high temperatures (fire) or  0,250  10  800  1,050   A2
 12,5 gypsum fibre board   0,320  21  1000  1,100   A2


* Details of sustainability rating

GWP
[kg CO2 Äqv.]
AP
[kg SO2 Äqv.]
PEI ne
[MJ]
PEI e
[MJ]
EP
[kg PO4 Äqv.]
POCP
[kg C2H4 Äqv.]
-26,7 0,219 668,7 741,3 0,032 0,011


* Mass per unit area

m
[kg/m²]
calculation based on
72,8 gypsum plasterboard (DF)