Pressure in a sprinkler system causes trouble not only when it is too low but also when it is too high: a sprinkler, a wet alarm valve or a mechanical pipe coupling operating above 12 bar falls outside the equipment window the standard accepts. TS EN 12845+A2:2026 sets that ceiling in Clause 8.2, and regulates the permission to take water from the system for other services in Clause 8.3 and Table 8. Source: TS EN 12845+A2:2026, Clause 8.1, Clause 8.2, Clause 8.3 and Table 8.
The 12 bar ceiling: Clause 8.2.1
Clause 8.2.1 (TS p.45 / EN p.42) is defined in a single sentence: except during testing, the water pressure shall not exceed 12 bar at the equipment connections or locations defined in Clauses 8.2.1.1 and 8.2.1.2. The pressure on pumped systems shall take into account the increases in drive speed and pressure that may arise from the closed valve condition.
The phrase "8.2.1.1 and 8.2.1.2" is critical: 8.2.1.2 brings those items within the limit, it does not exempt them.
Clause 8.2.1.1 - all types of sprinkler system:
- a) sprinklers
- b) multiple jet controls
- c) water flow detectors
- d) dry pipe and pre-action alarm valves
- e) accelerators and exhausters
- f) water motor alarms
- g) zone control valves
Clause 8.2.1.2 - systems where the height difference between the highest and lowest sprinkler head does not exceed 45 m (TS p.46 / EN p.43):
- a) pump outlets (including increases in drive speed under the closed valve condition)
- b) wet alarm valves
- c) stop valves
- d) mechanical pipe couplings
The single exception: high rise buildings, Clause 8.2.2
Clause 8.2.2 (TS p.46 / EN p.43): on high rise sprinkler systems where the height difference between the highest and lowest sprinkler exceeds 45 m, and provided that all equipment subjected to pressures higher than 12 bar is fit for purpose, the water pressures may exceed 12 bar at these two locations only:
- a) the pump outlets
- b) the risers and distribution pipes
Sprinklers, alarm valves, stop valves and mechanical couplings are not on that list; they have to be kept below 12 bar in a high rise building too.
Clause 3.32 (TS p.21 / EN p.18) defines a high rise system: a sprinkler system in which the highest sprinkler is more than 45 m above the lowest sprinkler or the sprinkler pumps, whichever is the lower.
Where is zoning specified?
The pressure exemption and zoning are separate provisions. Clause 8.2.2 grants only the exemption; the requirement to divide the system is elsewhere:
- Clause 5.5 (TS p.33 / EN p.30): where the height difference between the highest and lowest sprinkler in a system or building exceeds 45 m, the requirements of Annex E shall apply. In addition, the height difference between the highest and lowest sprinkler on a single installation (that is, on one control valve set) shall not exceed 45 m.
- Clause E.2.2 (TS p.142 / EN p.139): high rise sprinkler systems shall be divided into sprinkler installations such that the height difference between the highest and lowest sprinkler on any installation does not exceed 45 m.
- Clause E.2.1: high rise sprinkler systems shall comply with the requirements for Ordinary Hazard Group III; the general provision of Annex E (E.1) states that the requirements apply to occupancies whose hazard is not greater than OH3, and that greater hazards require special fire engineering solutions.
- Clause E.2.5: to overcome the problem of pressures exceeding 12 bar, hydraulic alarm gongs may be driven through a pressure reducing valve or from a secondary water supply such as a town main.
- Clause E.2.3: the minimum standing pressure at the inlet of any check valve or alarm valve shall not be less than 1.25 times the static head difference between the valve and the highest sprinkler on the installation.
Other 12 bar provisions: Clause 9.5.4.1 (TS p.57 / EN p.54) requires the pressure in a pressure tank not to exceed 12 bar; Annex K (TS p.162 / EN p.159) requires the pipework to be tested hydrostatically at the maximum static pressure or 12 bar, whichever is the greater, at the 25 year inspection.
Supplying other services: Clause 8.3
Clause 8.3 (TS p.46 / EN p.43): water for other services may be taken from the sprinkler system only where all of the following conditions are satisfied:
- a) the connections shall be as specified in Table 8;
- b) the connections shall be made through a stop valve fitted upstream of the control valve set(s), as close as is practicable to the point of connection to the sprinkler system feed pipe;
- c) the sprinkler system shall not be a high rise system;
- d) the sprinkler system shall not protect a multi-storey building.
The last paragraph of the clause stands apart and is often overlooked: the sprinkler system pumps shall be separate from any hydrant system pumps unless a combined water supply complying with Clause 9.6.4 is used.
Table 8: the permitted connections
Table 8 (TS p.47 / EN p.44), "water connections for other services on low rise systems":
| Type of water supply | Acceptable number, size and purpose of connection |
|---|---|
| Town main; main and feed pipe ≥ 100 mm | One connection of not more than 25 mm diameter, for non-industrial use |
| Town main; main and feed ≥ 150 mm | One connection of not more than 40 mm diameter for non-industrial use; or one connection of not more than 50 mm diameter for fire hose reels (a further connection of not more than 40 mm for non-industrial use may be made near the first, fitted with a stop valve close to the feed end) |
| Elevated private reservoir, gravity tank or automatic pump | One connection of not more than 50 mm diameter, for fire hose reels |
NOTE: an additional supply arrangement with a check valve may be provided for the fire service.
On the marking side, Clause 18.2.4 (TS p.119 / EN p.116): stop valves controlling water supplies to other services from sprinkler system feed pipes or trunk mains are fitted with a plate and marked appropriately in raised letters, for example "Fire hose reels" or "Domestic water".
The water itself: Clause 8.1
Clause 8.1.1, duration (TS p.45 / EN p.42): LH 30 min, OH 60 min, HHP 90 min, HHS 90 min. NOTE: for town mains, inexhaustible sources and all pre-calculated systems, the duration is implicit in the requirements of the standard.
Clause 8.1.2, continuity: the water supply shall not be liable to be affected by frost, drought, flooding or other conditions which could reduce the flow, reduce the effective capacity or render the supply inoperative. The water shall not contain fibrous or other matter in suspension which could accumulate in the system pipework. Salt or brackish water shall not be retained in sprinkler installation pipework. Where no suitable fresh water source is available, a salt or brackish water supply may be used provided that the installation is normally filled with fresh water. (The text of the standard names no substance such as "calcium chloride"; the provision is about salt and brackish water.)
Clause 8.1.3, frost protection: the feed pipe and the control valve set shall be maintained at a minimum temperature of 4 °C.
Clause 10.4, water supply temperature (TS p.61 / EN p.58): the water supply temperature shall not exceed 40 °C. Where submersible pump sets are used, the water temperature shall not exceed 25 °C unless the motor is proven suitable up to 40 °C.
Backflow prevention, Clause 11.1.2.2 (TS p.69 / EN p.66): systems relying on antifreeze solution shall be fitted with backflow prevention devices to prevent contamination of the water. The same clause limits the number of sprinklers on an antifreeze protected section of pipework to 20 and, where more than two antifreeze sections are connected to one control valve set, the total to 100, and requires the specific gravity of the prepared solution to be checked with a suitable hydrometer.
The town main side
- Clause 9.2 (TS p.49 / EN p.46): the town main shall be capable of meeting the pressure, flow and duration requirements, taking into account any additional flow for manual intervention (hydrants, hose reels, etc.). A pressure switch shall be installed and shall give an alarm when the supply pressure falls to a predetermined value. The switch shall be located upstream of any check valve and shall be fitted with a test valve (see Annex I and H.2.5). In some cases the water quality requires strainers to be fitted to all connections from the town main; the strainers shall have a cross-sectional area of at least 1.5 times the nominal area of the pipe and shall not allow objects larger than 6 mm diameter to pass.
- Clause 10.7.4 (TS p.66 / EN p.63): on boosted town mains, a test shall be carried out to demonstrate that the unboosted supply provides the maximum demand flow rate plus 20 per cent at a pressure of at least 0.5 bar measured at the pump inlet. This test shall be carried out at the time of maximum demand on the main. The standard contains no other "safety margin" provision and no threshold based on hourly fluctuation of the main pressure.
- Clause 4.4.4.3 (TS p.31 / EN p.28): where the town main provides the supply or the infill to a reduced capacity tank, the following shall be given: the nominal diameter of the main, whether it is fed from both ends or is a dead end, the pressure/flow characteristic curve determined by a test carried out during the period of peak demand (at least three points), the date and time of the test, and the position of the test point relative to the control valve set.
Pressure rules on the test and calculation side
- Clause 8.6.1 (TS p.48 / EN p.45): every supply to an installation shall be tested independently, with all other supplies isolated. On both pre-calculated and fully calculated installations, the water supply shall be tested at least at the maximum demand flow rate of the installation.
- Clause 8.5.1 (TS p.47-48 / EN p.44-45): the error of flow measuring devices shall be within ±5 per cent of their maximum flow; pressure readings to be used for the pressure/flow test curve shall be taken only with a precision test gauge (±1.6 %). At least three pressure/flow readings, plus one static pressure reading at no flow, shall be taken for the test curve. On calculated systems the measuring capacity of the flow measuring device shall be at least 140 per cent of the maximum demand flow rate.
- Clause 13.2.2 (TS p.86 / EN p.83): the static pressure difference between two connected points is calculated as p = 0.098h, where p is in bar and h in metres.
- Clause 13.2.3 (TS p.86 / EN p.83): the water velocity shall not exceed 6 m/s at any valve, flow monitoring device and/or strainer, nor 10 m/s at any other point in the system.
- Clause 15.7.1 (TS p.112 / EN p.109): gauge scale divisions shall not exceed 0.2 bar where the maximum scale value is 10 bar and below, nor 0.5 bar above 10 bar; the maximum scale value shall be of the order of 150 per cent of the maximum pressure.
- Clause 19.1.1.2 (TS p.120 / EN p.117): all installation pipework shall be tested hydrostatically for at least 2 hours at a pressure of at least 15 bar or 1.5 times the maximum pressure to which the system will be subjected, whichever is the greater. No system component shall be subjected to a pressure higher than that recommended by its supplier.
- Clause 17.1.4 a) (TS p.115 / EN p.112): flexible pipe or couplings shall be capable of withstanding four times the maximum working pressure or 40 bar, whichever is the greater, before installation.
Field note: the 12 bar ceiling comes under the most strain in basement valve rooms, where the closed valve pressure of the pump is superimposed on the static head of the building; the sentence in Clause 8.2.1 requiring the closed valve increase to be taken into account was written for exactly that case.
Frequently Asked Questions
What is the upper water pressure limit in EN 12845?
Clause 8.2.1 (TS p.45 / EN p.42): except during testing, the water pressure shall not exceed 12 bar at the equipment connections or locations defined in Clauses 8.2.1.1 and 8.2.1.2. On pumped systems, the increases in drive speed and pressure under the closed valve condition shall also be taken into account.
To which equipment does the 12 bar limit apply?
Clause 8.2.1.1, for all types of sprinkler system: sprinklers, multiple jet controls, water flow detectors, dry pipe and pre-action alarm valves, accelerators and exhausters, water motor alarms and zone control valves. Clause 8.2.1.2 adds, for systems where the height difference between the highest and lowest sprinkler does not exceed 45 m, the pump outlets, wet alarm valves, stop valves and mechanical pipe couplings.
In which case may 12 bar be exceeded?
Clause 8.2.2 (TS p.46 / EN p.43): on high rise sprinkler systems where the height difference between the highest and lowest sprinkler exceeds 45 m, and provided that all equipment subjected to pressures above 12 bar is fit for purpose, the pressure may exceed 12 bar in two places only: at the pump outlets and in the risers and distribution pipes.
May water be taken from the sprinkler system for other services?
Clause 8.3 (TS p.46 / EN p.43) permits it if all four conditions are met: the connections shall be as specified in Table 8; the connection shall be made upstream of the control valve set through a stop valve fitted as close as practicable to the point of connection to the sprinkler feed pipe; the system shall not be a high rise system; and the system shall not protect a multi-storey building. In addition, the sprinkler system pumps shall be separate from any hydrant system pumps unless a combined supply complying with Clause 9.6.4 is used.
What diameter may a service connection have?
Table 8 (TS p.47 / EN p.44): where the town main and the feed pipe are 100 mm and above, one connection of not more than 25 mm for non-industrial use; where they are 150 mm and above, one connection of not more than 40 mm for non-industrial use, or one connection of not more than 50 mm for fire hose reels (a further connection of not more than 40 mm may be made near that point, with a stop valve close to the feed end). For an elevated private reservoir, a gravity tank or an automatic pump, one connection of not more than 50 mm for fire hose reels only.
May salt water be used in sprinkler pipework?
Clause 8.1.2 (TS p.45 / EN p.42): salt or brackish water shall not be retained in sprinkler installation pipework. Where no suitable fresh water source is available, a salt or brackish water supply may be used provided that the installation is normally filled with fresh water.
References
- TS EN 12845+A2:2026 Clause 3.32 (TS p.21 / EN p.18)
- TS EN 12845+A2:2026 Clause 4.4.4.3 (TS p.31 / EN p.28)
- TS EN 12845+A2:2026 Clause 5.5 (TS p.33 / EN p.30)
- TS EN 12845+A2:2026 Clauses 8.1.1, 8.1.2, 8.1.3, Clause 8.2.1, Clause 8.2.1.1 (TS p.45 / EN p.42)
- TS EN 12845+A2:2026 Clause 8.2.1.2, Clause 8.2.2, Clause 8.3 (TS p.46 / EN p.43)
- TS EN 12845+A2:2026 Table 8 (TS p.47 / EN p.44)
- TS EN 12845+A2:2026 Clause 8.5.1 (TS p.47-48 / EN p.44-45), Clause 8.6.1 (TS p.48 / EN p.45)
- TS EN 12845+A2:2026 Clause 9.2 (TS p.49 / EN p.46), Clause 9.5.4.1 (TS p.57 / EN p.54), Clause 9.6.4 (TS p.59 / EN p.56)
- TS EN 12845+A2:2026 Clause 10.4 (TS p.61 / EN p.58), Clause 10.7.4 (TS p.66 / EN p.63)
- TS EN 12845+A2:2026 Clause 11.1.2.2 (TS p.69 / EN p.66)
- TS EN 12845+A2:2026 Clause 13.2.2, Clause 13.2.3 (TS p.86 / EN p.83)
- TS EN 12845+A2:2026 Clause 15.7.1 (TS p.112 / EN p.109)
- TS EN 12845+A2:2026 Clause 17.1.4 (TS p.115 / EN p.112)
- TS EN 12845+A2:2026 Clause 18.2.4 (TS p.119 / EN p.116), Clause 19.1.1.2 (TS p.120 / EN p.117)
- TS EN 12845+A2:2026 Clauses E.1, E.2.1, E.2.2, E.2.3, E.2.5 (TS p.142 / EN p.139)
- TS EN 12845+A2:2026 Annex K (TS p.162 / EN p.159)

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Download MEP Calc on the App StoreTS EN 12845+A2:2026 (EN 12845:2015+A2:2026) Fixed firefighting systems — Automatic sprinkler systems — Design, installation and maintenance; TS EN 12845-2:2025 (EN 12845-2:2024) ESFR and CMSA sprinkler systems. Every figure in this article is taken from the published standard text; clause, table and page references are listed under References. General information only, not a substitute for the standard or for a design review.