FRAME Calculation examples book. - FRAME Fire Risk Assessment ...
FRAME Calculation examples book. - FRAME Fire Risk Assessment ...
FRAME Calculation examples book. - FRAME Fire Risk Assessment ...
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F.R.A.M.E.<br />
Case study 26. <strong>Fire</strong> safety for a drink manufacturing plant.<br />
The factory of this alcoholic drink manufacturer developed from a small distillery into a large<br />
mixing and bottling unit. During the development process modifications and extensions were<br />
numerous, so that the plant needed a thorough fire safety improvement program. The insurers<br />
practically imposed sprinklers for the whole plant, and the question was raised if this was<br />
enough to guaranteed also a level of fire safety that was acceptable for the authorities and<br />
that guaranteed also business continuity.<br />
A number of <strong>FRAME</strong> calculations were made to check the new situation.<br />
Item explanation (sub) factor Value Result<br />
Type of occupancy Alcohol storage in (metal) tanks 2003<br />
<strong>Fire</strong> load immobile combustible construction Qi 0<br />
<strong>Fire</strong> load mobile Qm 2400 q=1.70<br />
Temperature rise alcohol T 50<br />
Average dimension tanks m 1<br />
Reaction to fire most metallic M 1 i=1.05<br />
Length l 85<br />
Width b 80 g=2.44<br />
Level E 0 e=1.00<br />
Height of room h 7<br />
Ventilation k 1 % v=1.02<br />
Access direction Z 3<br />
Height difference H 0 z=1.05<br />
Potential <strong>Risk</strong>s P= 4.65 P1=1.91 P2=2.73<br />
Activation factor<br />
Main: storage<br />
Heating in room, gas<br />
Electrical: no regular<br />
control<br />
Explosion: zone 2<br />
Secondary: battery<br />
chargers<br />
a 0<br />
0.1<br />
0.1<br />
Occupants Number: 50<br />
Mobility factor: 1<br />
Exits X 6<br />
Exit directions k 4<br />
Evacuation time factor<br />
0.1<br />
0.1<br />
a=0.4<br />
t=0.04<br />
Content factor: 6 M. euro , c=0.0<br />
environment factor r r= 0.10<br />
dependency factor low d d= 0.15<br />
Acceptable <strong>Risk</strong>s A= 1.16 A1= 1.06 A2 =1.05<br />
Water supplies limited network W=0.86<br />
Normal protection<br />
Special Protection<br />
limited training, brigade<br />
at +10 min<br />
sprinkler protection,<br />
dedicated water supply,<br />
daytime staffed station<br />
<strong>Fire</strong> resistance Structure: 30<br />
Walls: 30<br />
Ceiling: 0<br />
Partitions:0<br />
steel<br />
structure,<br />
brick<br />
walls<br />
N = 0.81<br />
S= 5.00<br />
F=1.10<br />
Escape protection sprinklers, fire brigade,<br />
U=3.56<br />
max. 300 persons<br />
Salvage protected data, more Y=1.34<br />
42