/ Steel Basin Support /
76 θ |
A |
BASIN |
756Oθ |
| E BAYS @ |
OUT OF | C |
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BASIN | L COL. | FACE “B” |
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| AIR INLET FACE |
COL.CL |
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EACH ADDITIONAL CELL= L |
| 756Oθ | ||
C | C | OUT OF | ||
L COL. | COL.L | BASIN | ||
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OF | B |
OVERALL WIDTH | B |
W |
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| 76 θ |
D |
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C | FACE |
C | “C” CASED |
D | FACE |
| LCOL. |
| C |
SUMP
OVERFLOW
FACE “D”
AIR INLET FACE
ADDITIONAL SUMP | CASED FACE | |
“A” | ||
WHEN REQUIRED | ||
FACE | ||
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ADDITIONAL OVERFLOW
WHEN REQUIRED
Note: Two beams shown phantom are required on Models 1651 and 1661 only. All
dimensions are to centers of tower
4OWER |
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| $IMENSIONS |
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| /PERATING 7EIGHT | |
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7 | ! |
| " | # | $ | % | , | 3INGLE #ELL | %ACH #ELL !DD | |
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αθ | α 6 | θ | αθ |
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αθ | α 6 | θ | αθ |
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αθ | α 6 | θ | αθ |
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αθ | α 6 | θ | αθ |
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αθ | α 6 θ |
| α (6 θ | α 56 θ | αθ | |||||
αθ | α 6 | θ |
| α 56Oθ | α 56Oθ | αθ | ||||
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1.Use this bulletin for preliminary layouts only. All dimensions show column locations, not anchor bolt locations. Obtain current drawings from your Marley sales representative before designing supports.
2.Other contractors or purchaser must design and erect support- ing steel.
3.If steel beams are used, they must include ⁷⁄₈″ dia. holes to accept anchor bolts provided by Marley. If concrete beams or pilasters are used, ³⁄₄″ dia. anchor bolts imbedded in the con- crete must be provided by others.
4.Maintain no less than
5.Operating weight is wet weight of tower and wood basin, including 6″ of water in the cold water basin. This is the recom- mended operating water level for all models.
6.For collection basin accessories information request Marley drawing
8