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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 = 19,2 kN/m  
Classified by MA39  
Thermal performance U 0,14 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 51 dB (-3; -10)
Ln,w (Cl)
Battens for the ventilation space screwed onto the structural timber together with vertical battens for the dry lining screwed directly onto the ledger beams will result in Rw(C;Ctr)=44(-1;-5) dB  
Assessed by MA39  
Mass per unit area m 46,0 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 24,0 larch wood external wall cladding 0,155 150 600 1,600 D
B 24,0 spruce wood battens - ventilation 0,120 50 450 1,600 D
C 24,0 spruce wood cross battens 0,120 50 450 1,600 D
D wind barrier 1000
E 30,0 wood-fibre insulation board [0,045; R=150] 0,045 2-5 150 2,500 E
F 200,0 construction timber (60/..; e=*) 0,120 50 450 1,600 D
G 200,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
H 15,0 OSB (sealed with airtight tape) 0,130 200 600 1,700 D
I 80,0 spruce wood cross battens (a=400) or battens offset) 0,120 50 450 1,600 D
J 80,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
K 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
K 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

ΔOI3 29,9
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 -43,467 0,152 0,067 2,67e-6 0,009 93,359 723,209 816,568 483,394 25,028 508,422

Last update 07.05.2020/hfa.plb