Marley / Sigma 1200 CoolingTower / Engineering Data : Support
10
115/8"
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| ANCHOR BOLT |
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ANCHOR BOLT | ||
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OVERALL LENGTH OF BASIN
7 1/2" C BAYS @
EACH ADDITIONAL CELL = L
CL ANCHOR BOLT | CL COL. | ANCHOR BOLTCL |
AIR INLET FACE
OVERFLOW
BASIN | TOWER | B | ANCHOR BOLT |
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WOVERALLWIDTHOF | BASIN |
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| 4" |
| ENDWALLFACE | |
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| ANCHOR BOLT |
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| ANCHOR BOLT |
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115/8"
SUMP
ADDITIONAL SUMP
WHEN REQUIRED
AIR INLET FACE
ENDWALL FACE
Plan
Tower |
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| Dimensions |
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| Operating Weight lb | |
Model | W | A | B | C | L | Single Cell | Each Cell Add |
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1211 | 4 | 61250 | 55900 | ||||
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1221 | 4 | 65530 | 60660 | ||||
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1231 | 5 | 77960 | 73110 | ||||
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1241 | 6 | 93790 | 88940 | ||||
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1251 | 6 | 101020 | 95740 | ||||
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1261 | 7 | 116260 | 111000 | ||||
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NOTE
1Use this bulletin for preliminary layouts only. All dimensions show anchor bolt locations. Obtain current drawings from your Marley sales representative before designing supports.
2Note carefully anchor bolt location relative to beam orientation. See plan above.
3Other contractors or purchaser must design and erect supporting steel.
4If steel beams are used, they must include 7⁄8" dia. holes to accept anchor bolts provided. If concrete beams or pilasters are used, 3⁄4" dia. anchor bolts embedded in the concrete must be provided by others.
5Maintain no less than
6Operating weight is wet weight of tower and wood basin, including 6" of water in the collection basin. This is the recommended operating water level for all models.