Specifications

SEISMIC DATA REQUIREMENTS FOR EATON UPS EQUIPMENT INSTALLATION
Seismic Data Requirements for Eaton UPS Equipment Installation P-164000050 Rev 1
11
1.10 9395 Foundation Plan and Mounting Requirements
Proper mounting of the equipment is the single most important factor in withstanding
a seismic event. The foundation must be level and continuous under the entire
assembly. The foundation must be designed to withstand the reaction loads imposed
on it by the equipment during a seismic event. At a minimum, the foundation must be
designed to accommodate the tensile strength of the hardware indicated in Table G.
The anchoring system should be put in place prior to equipment installation to reduce
effort associated with anchoring. Welding to embedded steel members is acceptable
provided the strength of the welds is comparable to the mounting bolts.
C A U T I O N
The user is responsible for compliance with all local seismic codes.
NOTE Anchoring hardware is not provided with Eaton seismic mounting kits because the type of hardware
is dependant on the foundation construction and composition.
Table G. 9395 Unit and Fastener Requirements for Unit to Floor
Type Bolt Type and Size Torque Quantity
275 kVA UPS Class 8.8, M12 83 Nm 6
275 kVA UPS and FI-UPM Class 8.8, M12 83 Nm 12
550 kVA UPS Class 8.8, M12 83 Nm 8
550 kVA UPS and FI-UPM Class 8.8, M12 83 Nm 14
825 kVA UPS Class 8.8, M12 83 Nm 16
825 kVA UPS (2X-UPM) Class 8.8, M12 83 Nm 14
825 kVA UPS (2X-UPM and FI-UPM) Class 8.8, M12 83 Nm 20
1100 kVA or 825 kVA and FI-UPM Class 8.8, M12 83 Nm 22
225-550 kVA MBM Class 8.8, M12 83 Nm 6
MBM and 275 kVA UPS Class 8.8, M12 83 Nm 12
MBM and 550 kVA UPS Class 8.8, M12 83 Nm 14
Table G. 9395 Unit and Fastener Re
q
uirements for Unit to Floo
r
1100
kVA
or 825
kVA
an
d
FI
-
UPM
C
lass 8.8, M1
2
83
Nm
22