SPX Cooling Technologies 1200 Plan, Basin, Each Additional Cell = L, Air Inlet Face, Tower, Model

Marley / Sigma 1000 CoolingTower / Engineering Data : Support

6

	7 1/2"
11	1/2"	C	7/8" ANCHOR
		L BOLT HOLES

		L
		C	HOLESBOLT
		ANCHOR7/8"
	A
		L
		C
BASIN
	B
WIDTHOVERALLOF		TOWER		ENDWALLFACE
		C
		L
	B
W
		L
		C	HOLESBOLT
		ANCHOR7/8"
	A
		L
		C

111/2"

OVERALL LENGTH OF BASIN

C BAYS @ 4'-0 = L 7 1/2"

		EACH ADDITIONAL CELL = L
C	7/8" ANCHOR		7/8" ANCHOR C
L BOLT HOLES			BOLT HOLES	L
AIR INLET FACE

OVERFLOW

SUMP

	FACE
	ENDWALL
WHEN REQUIRED
ADDITIONAL SUMP

AIR INLET FACE

Plan

Tower			Dimensions			Operating Weight lb
Model	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'-61⁄2"	4	16'-0"	47620	44000

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.

2Other contractors or purchaser must design and erect supporting steel.

3If 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.

4Maintain 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.

5Operating 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.