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DS 2-8 Earthquake Protection for Water-Based Fire ... - FM Global

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<strong>Earthquake</strong> <strong>Protection</strong> 2-8<br />

<strong>FM</strong> <strong>Global</strong> Property Loss Prevention Data Sheets Page 65<br />

P,R,S,U<br />

- longitudinal<br />

2<br />

(50)<br />

2½<br />

(65)<br />

3<br />

(80)<br />

4<br />

(100)<br />

C.3 Ground-Supported, Flat-Bottom Steel Tanks<br />

1x10x5.1x0.5 =<br />

(1 x 3.1 x 75 x 0.5) =<br />

1x10x7.9x0.5 =<br />

(1 x 3.1 x 116 x 0.5) =<br />

2x10x10.8x0.5 =<br />

(2 x 3.1 x 159 x 0.5) =<br />

4x10x16.4x0.5 =<br />

(4 x 3.1 x 241 x 0.5) =<br />

=<br />

=<br />

26 lb<br />

(116 N)<br />

40<br />

(180)<br />

108<br />

(493)<br />

328<br />

(1494)<br />

502 lb<br />

(2283 N)<br />

The most common type of tank used in areas where seismic protection is required is the ground-supported,<br />

flat-bottom steel tank. The tank can either provide a suction supply <strong>for</strong> an adjacent fire pump, or act as a<br />

gravity tank to provide sufficient water pressure <strong>for</strong> the fire protection system. Only tanks that are <strong>FM</strong> Approved<br />

<strong>for</strong> the appropriate earthquake zone (see Data Sheet 1-2) should be installed. Note that <strong>FM</strong> Approval typically<br />

covers the tank and not the foundation. Foundation design is usually done separately from the tank design.<br />

For ground-level tanks, there are four main seismic considerations. These include:<br />

1. Flexibility of pipe connections to the tank,<br />

2. Anchorage of the tank and foundation to prevent horizontal and vertical displacement,<br />

3. Clearance around pipe penetrations through pump house or other structural walls, and<br />

4. Proper steel thickness near the base of the tank to avoid “elephant-footing” (using an <strong>FM</strong> Approved<br />

tank <strong>for</strong> the appropriate seismic zone will accomplish this).<br />

In strong ground shaking areas, unanchored tanks may have significant vertical and horizontal displacements.<br />

Depending on the diameter of the tank and the height-to-diameter ratio, these expected displacements may<br />

vary. However, the main point is that unanchored tanks can create displacements that may not only damage<br />

the tank, but also rupture the attached piping.<br />

C.4 Other Codes and Standards<br />

NFPA 13, Standard <strong>for</strong> the Installation of Sprinkler Systems, includes guidelines <strong>for</strong> protecting sprinkler<br />

systems from damage in areas subject to earthquake. The guidelines contained in this data sheet <strong>for</strong> the<br />

sprinkler system itself are similar in most respects to the NFPA standard. However, NFPA 13 does not address<br />

earthquake protection of some items such as water supplies, pump systems and equipment that can impact<br />

sprinkler systems.<br />

Section 2.3.1 provides guidance on limitations, exceptions, changes, and additions necessary to bring<br />

systems designed in accordance with NFPA 13 substantially into compliance with this data sheet.<br />

Other NFPA standards that address the fire protection systems discussed in this data sheet are:<br />

• NFPA 14, Installation of Standpipe and Hose Systems<br />

• NFPA 15, <strong>Water</strong> Spray Fixed Systems <strong>for</strong> <strong>Fire</strong> <strong>Protection</strong><br />

• NFPA 16, Installation of Foam-<strong>Water</strong> Sprinkler and Foam-<strong>Water</strong> Spray Systems<br />

• NFPA 20, Installation of Stationary Pumps <strong>for</strong> <strong>Fire</strong> <strong>Protection</strong><br />

• NFPA 22, <strong>Water</strong> Tanks <strong>for</strong> Private <strong>Fire</strong> <strong>Protection</strong><br />

©2010 Factory Mutual Insurance Company. All rights reserved.

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