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