Plan, Marley, Sigma 1000 – SPX Cooling Technologies 1000 User Manual
Page 6: Cooling tower, Engineering data : support, Ba b
Marley
/
Sigma 1000
Cooling Tower
/
Engineering Data : Support
6
W
OVERALL
WIDTH OF BASIN
C
BAYS @ 4'-0 =
L
EACH ADDITIONAL CELL =
L
7
1/2
"
7
1/2
"
AIR INLET FACE
11
1/2
"
A
C L
C L
OVERALL LENGTH OF BASIN
CL
CL
B
A
B
C L
TOWER
C L
C L
AIR INLET FACE
ENDW
ALL
F
ACE
ENDW
ALL
F
ACE
OVERFLOW
SUMP
ADDITIONAL SUMP
WHEN REQUIRED
11
1/2
"
7/8"
ANCHOR
BOL
T HOLES
7/8"
ANCHOR
BOL
T HOLES
7/8" ANCHOR
BOLT HOLES
CL
7/8" ANCHOR
BOLT HOLES
7/8" ANCHOR
BOLT HOLES
PLAN
NotE
1 Use this bulletin for preliminary layouts only. All
dimensions show anchor bolt locations. Obtain current
drawings from your Marley sales representative before
designing supports.
2 Other contractors or purchaser must design and erect
supporting steel.
3 If 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.
4 Maintain no less than 2'-0" of clear space at endwall faces for
construction purposes. Air inlet faces must have unobstructed
air supply. Consult your Marley sales representative if nearby
obstructions may interfere.
5 Operating 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.
Tower
Model
Dimensions
Operating Weight lb
W
A
B
C
L
Single Cell
Each Cell Add
1011
22'-1"
4'-10"
5'-3"
2
8'-0"
23620
20500
1021
22'-1"
4'-10"
5'-3"
3
12'-0"
32140
28980
1031
24'-5"
4'-10"
6'-5"
3
12'-0"
34440
31020
1041
26'-8"
4'-10"
7'-6
1
⁄
2
"
4
16'-0"
47620
44000