Design and Installation of Fixed Automatic Sprinkler Fire Extinguishing Systems - Code of Practice 2002 Edition
This standard outlines detailed procedures for designing and installing fixed automatic sprinkler fire suppression systems in buildings and industrial settings. It encompasses hydraulic computations, types of sprinklers, pipe dimensioning, pump specifications, and maintenance guidelines to guarantee optimal fire detection and control. The code is vital for professionals involved in fire safety system design, engineering, and installation across various hazard levels.
This standard outlines detailed procedures for designing and installing fixed automatic sprinkler fire suppression systems in buildings and industrial settings. It encompasses hydraulic computations, types of sprinklers, pipe dimensioning, pump specifications, and maintenance guidelines to guarantee optimal fire detection and control. The code is vital for professionals involved in fire safety system design, engineering, and installation across various hazard levels.
Audience
Who Uses This Standard
Fire Protection Engineers
Sprinkler System Designers
Installation Specialists
Building Services Consultants
Manufacturers of Fire Protection Equipment
Facility Operations Managers
Safety Compliance Inspectors
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Contents
Key Topics Covered
✓Hydraulic design calculations and pipe dimensioning
✓Varieties and spray configurations of sprinklers
✓Water density requirements for distinct hazard levels
✓Specifications for pumps and engines supplying fire water
✓Installation criteria for piping and support systems
✓Standards for valves and control mechanisms
✓Guidelines for maintenance and periodic testing
✓Corrosion prevention and protective coatings
✓Criteria for sprinkler positioning and spacing
✓Flow and pressure balancing at pipe junctions
✓Application of orifice plates in hydraulic balancing
✓Specialized sprinkler applications such as in-rack systems
✓Installation of alarm and control valve assemblies
✓Exemptions and optional sprinkler protection zones
Structure
Table of Contents
1Scope of the Standard
2Definitions and Key Terminology
3General Design and Installation Requirements
4Hazard Classification and Its Impact
5Determination of Design Water Density and Operating Area
6Sprinkler Protected Building Areas
7Types and Characteristics of Sprinklers
8Hydraulic Calculations and Pipe Dimensioning
9Fire Pump and Engine Specifications
10Materials and Component Specifications
11Sprinkler Installation and Spacing Guidelines
12Hydraulic Balancing Using Orifice Plates
13Additional Design Parameters and Tables
14Devices for Measuring Pressure and Flow
15Specialized Sprinkler Applications
16Corrosion Protection Measures
17Maintenance Procedures for Sprinkler Systems
18Testing and Inspection Protocols
Frequently Asked
Popular Questions About IS 15105
?What are the minimum required design water densities for light, moderate, and high hazard systems?▼
Per the guidelines in Clause 8.1 and Table 3, the minimum design water densities and maximum operating areas for sprinkler systems are as follows: Light hazard requires 2.25 l/min/m² over an area of 84 m²; moderate hazard needs 5.00 l/min/m² over 360 m²; and high hazard demands 9.00 l/min/m² over 260 m². These values ensure sufficient water supply aligned with the occupancy risk classification.
?Which sprinkler types are recommended for different hazard classifications?▼
Recommended sprinkler types vary by hazard class: For light hazards, ceiling/flush, concealed, spray, sidewall, and conventional sprinklers are suitable, generally with 15 or 20 mm orifices. Moderate hazards allow all types including spray and sidewall sprinklers with 15 or 20 mm sizes. High hazard areas typically use conventional or spray pattern sprinklers only, sized 15 or 20 mm. Selection should consider the nature of the hazard and installation environment.
?How are hydraulic calculations carried out for pipe sizing and hydraulic balancing?▼
Hydraulic calculations involve determining flow rates based on design criteria, calculating pressure losses using formulas such as Darcy-Weisbach or Hazen-Williams, and selecting appropriate pipe sizes to maintain velocities typically between 0.6 and 3 m/s to avoid noise and erosion. Hydraulic balancing ensures uniform flow distribution through adjustments in pipe dimensions or balancing valves. Accurate input data for hazard class, density, sprinkler specifications, and pipe layout are essential.
?What are the requirements for fire pumps and engines in sprinkler systems?▼
Fire pumps must be automatic centrifugal types powered by electric motors, diesel engines, or vertical turbine submersible pumps, dedicated solely for firefighting. Pumps should start automatically upon fire detection and stop manually after fire control. For redundancy, electrically driven pumps require diesel engine backups and vice versa, ensuring prime movers are of different types unless supplied by segregated power sources. Engine specifications include endurance, cooling, and adjustable governors to sustain performance.
?How frequently should sprinkler systems and their components be tested and maintained?▼
Sprinkler systems require regular maintenance and testing to ensure functionality. Reservoir levels should be checked weekly, with cleaning every two years. Pumps and engines undergo daily running tests (5 minutes), quarterly lubrication, and annual flow and load tests. Installation valves and alarm devices need weekly inspections and annual overhauls. Sprinklers must be cleaned and flow-tested quarterly, with pressure gauges calibrated annually. Comprehensive maintenance schedules promote system reliability.
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