SPX Cooling Technologies 1000, 1200 Flat Basin Section, dEEP Basin Section, Plan, Tower, Model

Marley / Sigma 1000 CoolingTower / Engineering Data : Concrete Basin

7

6" MIN.

Plan	OF BASIN WALLS
	W IN TO IN

6" MIN.

	A BAYS @ 4'-0" = B PER CELL
6" MIN.	6"	6"	6" MIN.
	C	C
	L COL.	COL. L
	AIR INLET FACE
ENDWALL FACE			ENDWALL FACE
	AIR INLET FACE

1’-6

1’-6

1'-0 RECOMMENDED OPERATING WATER LEVEL

1'-0 RECOMMENDED OPERATING WATER LEVEL

Flat Basin Section				dEEP Basin Section
Tower		Dimensions		Operating Weigt lb
Model	W	A	B	Single Cell	Each Cell Add
1011	21'-10"	2	8'-0"	15120	13500
1021	21'-10"	3	12'-0"	20160	18400
1031	24'-2"	3	12'-0"	21240	19500
1041	26'-5"	4	16'-0"	29020	27200

NOTE

1Use this bulletin for preliminary layouts only. Do not use for construction. Obtain current drawings from your Marley sales representative. Concrete basin design and construction are by other contractors or purchaser.

2Operating weight is total wet operating weight of tower only, excluding water in concrete basin.

3Maintain at least 2'-0" of clear space at endwall faces for construction purposes. Air inlet faces must have unobstructed air supply. Consult your Marley sales representative for recommendations if nearby obstructions may interfere.

4Minimum basin depth is 1'-6". Maximum basin depth is 5'-6". Extended interior columns for deep basins are available as an option. Perimeter columns remain at 1'-6" below top of basin curb.

5All anchor bolts complete with nut and washer must be furnished by others. Bolts must be 3⁄4"diameter with 2" all-thread projection.

6Other contractors or purchaser must design, construct, and furnish sump and overflow to suit requirements.