Sprinkler Design

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FSE 221 – Fire Protection Systems Water-Based Suppression System Review Sprinkler Design

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Sprinkler Design. FSE 221 – Fire Protection Systems Water-Based Suppression System Review. Area/Density. Most sprinkler systems installed today are designed using an area and density approach. Occupancy Classification – NFPA 13. - PowerPoint PPT Presentation

Transcript of Sprinkler Design

Page 1: Sprinkler Design

FSE 221 – Fire Protection SystemsWater-Based Suppression System

Review

Sprinkler Design

Page 2: Sprinkler Design

Area/DensityMost sprinkler systems installed today are

designed using an area and density approach.

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Occupancy Classification – NFPA 13First, the building use and building contents

are analyzed to determine the level of fire hazard.

Usually buildings are classified as light hazard, ordinary hazard group 1, ordinary hazard group 2, extra hazard group 1, or extra hazard group 2.

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Light Hazard Occupancies – NFPA 13

A.5.2 Light hazard occupancies include occupancies having uses and conditions similar to the following:

Animal shelters Churches Clubs Eaves and overhangs, if of combustible construction with no combustibles beneath Educational Hospitals, including animal hospitals and veterinary facilities Institutional Kennels Libraries, except large stack rooms

It is not the committee’s intent to automatically equate library bookshelves with ordinary hazard occupancies or with library stacks. Typical library bookshelves of approximately 8 ft in height, containing books stored vertically on end, held in place in close association with each other, with aisles wider than 30 in. can be considered to be light hazard occupancies. Similarly, library stack areas, which are more akin to shelf storage or record storage, as defined in NFPA 232, Standard for the Protection of Records, should be considered to be ordinary hazard occupancies.

Museums Nursing or convalescent homes Offices, including data processing Residential Restaurant seating areas Theaters and auditoriums, excluding stages and prosceniums Unused attics

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Ordinary Hazard Occupancy (Group 1)A.5.3.1 Ordinary hazard occupancies

(Group 1) include occupancies having uses and conditions similar to the following:

Automobile parking and showroomsBakeriesBeverage manufacturingCanneriesDairy products manufacturing and processingElectronic plantsGlass and glass products manufacturingLaundriesRestaurant service areas

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Ordinary Hazard Occupancies (Group 2)

A.5.3.2 Ordinary hazard occupancies (Group 2) include occupancies having uses and conditions similar to the following:

Agricultural facilities Barns and stables Cereal mills Chemical plants — ordinary Confectionery products Distilleries Dry cleaners Exterior Loading Docks

Exterior loading docks only utilized for loading and unloading should be classified as OH2. Where utilized for storage, exterior loading docks and all interior loading docks should be protected based upon the actual occupancy, the materials handled on the dock, as if the materials were actually stored in that configuration.

Feed mills Horse stables Leather goods manufacturing Libraries — large stack room areas Machine shops Metal working Mercantile Paper and pulp mills Paper process plants Piers and wharves Post offices Printing and publishing Racetrack stable/kennel areas, including those stable/kennel areas, barns, and associated buildings at state, county, and local fairgrounds Repair garages Resin application area Stages Textile manufacturing Tire manufacturing Tobacco products manufacturing Wood machining Wood product assembly

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Extra Hazard Occupancies (Group 1)

A.5.4.1 Extra hazard occupancies (Group 1) include occupancies having uses and conditions similar to the following:

Aircraft hangars (except as governed by NFPA 409, Standard on Aircraft Hangars)

Combustible hydraulic fluid use areasDie castingMetal extrudingPlywood and particle board manufacturingPrinting [using inks having flash points below 100°F

(38°C)]Rubber reclaiming, compounding, drying, milling,

vulcanizingSaw millsTextile picking, opening, blending, garnetting, or carding,

combining of cotton, synthetics, wool shoddy, or burlapUpholstering with plastic foams

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Extra Hazard Occupancies (Group 2)A.5.4.2 Extra hazard occupancies (Group 2)

include occupancies having uses and conditions similar to the following:

Asphalt saturatingFlammable liquids sprayingFlow coatingManufactured home or modular building

assemblies (where finished enclosure is present and has combustible interiors)

Open oil quenchingPlastics processingSolvent cleaningVarnish and paint dipping

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NFPA 13FIGURE 11.2.3.1.1  Density/Area CurvesAfter determining the hazard classification, a design

area and density can be determined by referencing tables in NFPA 13

IncreasiIncreasing area ng area in in square square feetfeet

Increasing density in gallons per minute Increasing density in gallons per minute per square footper square foot

IncreasiIncreasing area ng area in in square square metermeter

Increasing density in Increasing density in millimeters per minute per millimeters per minute per square metersquare meter

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Theory – Design AreaThe design area is a theoretical area of the

building representing the worst case area where a fire could occur.

The design density is a measurement of how much water per square foot of floor area should be applied to the design area.

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Example 1 – Office BuildingClassified as light hazard based on NFPA Appendix

A.5.2

The typical design area could range between 1500 square feet and 3000 square feet.

1500 sq. ft = design density of 0.1 gallons per minute per square foot or a minimum of 150 gallons per minute applied over the 1500 square foot design area.

3000 sq. ft = design density of 0.07 gallons per minute per square foot or a minimum of 210 gallons per minute applied over the 3000 square foot design area.

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Example 2 – Tire Manufacturing FacilityClassified as ordinary hazard group 2 – NFPA 13 Appendix A.5.3.2

Typical design areas would be between 1500 square feet and 4000 square feet.

1500 sq. ft = design density would be 0.2 gallons per minute per square foot or a minimum of 300 gallons per minute applied over the 1500 square foot design area.

4000 sq. ft. = design density would be 0.15 gallons per minute per square foot or a minimum of 600 gallons per minute applied over the 4000 sq. foot design area.