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Classification of sprinkler systems

FPASA BULLETIN FP 11

Automatic Sprinkler Systems – Categories of Protection

A sprinkler system is designed to discharge a specified quantity of water per minute over a predetermined floor area. This is known as the design density of the system and relates directly to the contents of a building, the height of goods storage and the type of process involved. It is therefore imperative that the risk presented by the occupancy or contents of a building be carefully evaluated before determining design densities.

Sprinkler systems are fixed installations and upgrading them by increasing water densities and reducing sprinkler head spacing is impractical. Therefore specifications have been provided to discriminate between installations protecting varying risks. These specifications appear in SABS 0287 and the following installations cater for most occupancies:

  1. Ordinary hazard systems
  2. High-hazard systems

The following definitions refer to the terms used in the tables, which follow:

Heads/valve the maximum number of sprinkler heads supplied by one set of main valves.
Assumed maximum area of operation (AMAO) The maximum area in m² expected to be involved in any one-fire situation.
Floor area the maximum floor area coverage provided by each sprinkler head.
Design density the minimum amount of water per minute, discharged from each sprinkler head at any point below it and within the floor area coverage.
Flow the minimum quantity of water per minute discharged through the maximum number of heads for which the system is designed. Note: 1dm³/min equals 1l/min.
Reservoir usually used as a secondary water supply or as a primary supply particularly for high hazard systems where design densities can seldom be met by mains. The minimum capacity of the reservoir excludes any inflow of water through ball valves etc.

Ordinary hazard

Ordinary hazard systems are used to protect commercial and industrial occupancies where the combustibility of the contents or the process hazards is considered to be moderate.

Example

  • Accumulator manufacturers
  • Printing works
  • Department stores
  • Paper mills
  • Saw mills etc.
  • Hotels
  • Offices

Ordinary hazard design criteria

Heads/valve

AMAO

Floor area

Design density

Valve pressure

Flow

1 000

216 m²

12m²

5 mm/min

1 100

2 500 dm³/min

High-hazard systems

High hazard systems are used to protect occupancies where the combustibility of the contents or the process hazards are considered to be high.

Example

  • Polish manufacturing
  • Cotton mill preparatory processes
  • Firelighter manufacturers
  • Flax, jute and hemp mills
  • Match factories
  • Paint and varnish manufacturers etc.

Heads/valve

AMAO

Floor area

Design density** Flow Reservoir

1 000

260m²

9 m²

7.5mm/min

10mm/min

12.5mm/min

15mm/min

17.5mm/min

2 300dm²/min

3 050  Ò

3 800  Ò

4 550  Ò

4 850dm³/min

225m³

275m³

350m³

425m³

450m³

400 m²

20mm/min

22.5mm/min

25mm/min

27.5mm/min

30mm/min

6 400dm³/min

7 200dm³/min

8 000dm³/min

8 800dm³/min

9 650dm³/min

575m³

650m³

725m³

800m³

875m³

 

*  The design area can vary between 260m² and 400m² according to varying conditions.

**  The design density of discharge relates directly to the height to which stored goods are stacked.

***  Actual flow rates are determined by hydraulic calculation.

Conclusion

The design criteria outlined in this bulletin should be construed as being a guideline only and it is advised that the Automatic Sprinkler Inspection Bureau be consulted for detailed information on the interpretation of specific protection problems.

Published by

Fire Protection Association of Southern Africa
(Incorporated Association not for Gain)
(Reg.No. 73/00022/08)
PO Box 15467
Impala Park
1472

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