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Regional validity

Scope

Building physical assessment

Fire performance REI 30
maximum span = 5 m; maximum load Ed,fi = 3,66 kN/m²  
Classified by IBS  
Thermal performance U 0,27 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 49 dB (-4; -11)
Ln,w (Cl) 71 dB (1)
EPS-F with a dynamic stiffness of s' ≤ 40MN/m³.  
Assessed by TGM  
Mass per unit area m 62,3 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 25,0 dry screed 0,210 8 900 1,050 A1
B 30,0 Polystyrene EPS-W [0,041] 0,041 20-50 15 1,450 E
C 19,0 particleboard 0,130 50-100 700 1,700 D
D 220,0 construction timber (80/..; e=*) 0,120 50 450 1,600 D
E 100,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
F 24,0 spruce wood cladding with spacing of cladding boards(24/100); a=400 0,120 50 450 1,600 D
G 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
G 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

ΔOI3 24,1
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 -26,450 0,096 0,041 2,06e-6 0,010 82,945 474,709 557,654 424,789 45,415 470,204

Last update 07.05.2020/hfa.plb