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Regional validity

Scope

Building physical assessment

Fire performance REI from inside
REI from outside
60
30
maximum ceiling height = 3 m; maximum load Ed,fi = 32,0 kN/m  
Classified by HFA  
Thermal performance U 0,20 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 47 dB (-2; -6)
Ln,w (Cl)
EPS-F with a dynamic stiffness of s'=20MN/m³.  
Rating by MA39  
Mass per unit area m 47,3 kg/m2
Calculation based on gypsum plaster board type DF GKF
 
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 fire­klasse EN
λ μ min – max ρ c
A 4,0 plaster 1,000 10-35 2000 1,130 A1
B 50,0 Elasticized polystyrene FS 0,040 20-50 17 1,450 E
C 16,0 particleboard 0,130 50-100 700 1,700 D
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 16,0 particleboard 0,130 50-100 700 1,700 D
G vapour barrier sd≥ 17m 1000
H 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
H 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 24,9 kg
Share of renewable materials of total weight 53,45 %
Global warming potential (GWP-T) -16,614 kgCO2Äqv.
Energy use of Primary Energy 506,7 MJ
Share of renewable Primary Energy 14,0 %
∑ΔOI3 29,7
Calculated by HFA  

Global warming potential Share of renewable Primary Energy Resources
Lifecycle
Phase
GWP-F
[kgCO2Äqv.]
GWP-B
[kgCO2Äqv.]
GWP-T
[kgCO2Äqv.]
PERE
[MJ]
PERM
[MJ]
PERT
[MJ]
PENRE
[MJ]
PENRM
[MJ]
PENRT
[MJ]
AP
[kgSO2Äqv.]
EP
[kgPO4Äqv.]
ODP
[kgR11Äqv.]
POCP
[kgEthenÄqv.]
A1 - A3 24,740 -41,354 -16,614 70,893 424,125 495,018 435,759 70,225 505,984 0,117 0,047 2.0725944E-6 0,027

Last update 02.08.2023/nu.ge