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Regional validity

Scope

Building physical assessment

Fire performance REI from inside
REI from outside
60
60
maximum ceiling height = 3 m; maximum load Ed,fi = 50,0 kN/m  
Classified by MA39  
Thermal performance U 0,17 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 50 dB (-2; -5)
Ln,w (Cl)
EPS-F with a dynamic stiffness of s'=20MN/m³. Vertical battens for the dry lining screwed directly onto the ledger beams lead to an Rw(C;Ctr)=47(-1;-5) dB  
Assessed by MA39  
Mass per unit area m 63,3 kg/m2
Calculation based on gypsum plaster board type DF GF
 
timber frame construction
Cross-section of standard configuration

timber frame construction
Standard configuration

Register of building materials used for this application, cross-section (from outside to inside)

Thickness [mm] Building material Thermal performance Reaction to fire­
λ μ min – max ρ c
A 4,0 plaster 1,000 10-35 2000 1,130 A1
B 50,0 Polystyrene EPS-F [0,040] 0,040 20-50 17 1,450 E
C 25,0 gypsum fibre board (2x10 mm) 0,320 21 1000 1,100 A2
D 160,0 construction timber (60/..; e=*) 0,120 50 450 1,600 D
E 160,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
F 12,5 gypsum fibre board 0,320 21 1000 1,100 A2
G vapour barrier sd≥ 13m 1000
H 40,0 spruce wood cross battens (a=400) or battens offset) 0,120 50 450 1,600 D
I 40,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
J 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
J 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

ΔOI3 29,6
Calculated by HFA  

Resources
Lifecycle
Phase
GWP
[kg CO2 Äqv.]
AP
[kg SO2 Äqv.]
EP
[kg PO4 Äqv.]
ODP
[kg R11 Äqv.]
POCP
[kg Ethen Äqv.]
PERE
[MJ]
PERM
[MJ]
PERT
[MJ]
PENRE
[MJ]
PENRM
[MJ]
PENRT
[MJ]
A1 - A3 6,033 0,103 0,042 2,35e-6 0,010 56,544 174,121 230,666 408,578 37,801 446,379

Last update 09.07.2020/hfa.plb