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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 HFA  
Thermal performance U 0,20 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 47 dB (-4; -9)
Ln,w (Cl)
Rating by TGM  
Mass per unit area m 54,3 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 fire­klasse EN
λ μ min – max ρ c
A 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
A 12,5 gypsum fibre board 0,320 21 1000 1,100 A2
B 19,0 particleboard 0,130 50-100 700 1,700 D
C 220,0 spruce wood floor joists (80/*); e=* 0,120 50 450 1,600 D
D 220,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
E vapour barrier sd≥ 8m 1000
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

Built-in renewable materials 28,5 kg
Share of renewable materials of total weight 54,62 %
Global warming potential (GWP-T) -23,987 kgCO2Äqv.
Energy use of Primary Energy 482,5 MJ
Share of renewable Primary Energy 13,6 %
∑ΔOI3 25,2
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 22,486 -46,473 -23,987 65,827 473,735 539,562 416,680 33,674 450,354 0,106 0,048 2.0581511E-6 0,022

Last update 02.08.2023/nu.ge