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1.<br />
2.<br />
3.<br />
4.<br />
Typical Mounting<br />
Structure Shown<br />
Contact SKYTRON<br />
representative for<br />
Seismic Calculations<br />
if Applicable<br />
SEISMIC APPLICATION MOUNTING STRUCTURE GUIDELINE<br />
12"<br />
Structural Ceiling<br />
Finished Ceiling<br />
1-3/8"<br />
9-1/2"<br />
45°<br />
(4) Angle Sway<br />
Bracing<br />
(see note 2)<br />
TOP VIEW<br />
STIFFENER PLATE DETAIL<br />
6"<br />
Hole for<br />
Access to<br />
Fixture<br />
Junction<br />
Box<br />
9-1/2"<br />
12"<br />
12” x 12” x 3/8”<br />
Stiffener<br />
Plate<br />
3/4" Metal<br />
Flex Conduit<br />
(see note 3)<br />
Support Rods<br />
(see note 1)<br />
Fixture<br />
Junction<br />
Box<br />
18" dia.<br />
Mounting Plate (SKYTRON Supplied)<br />
19" dia.<br />
Access Hole<br />
20-1/8" dia.<br />
Ceiling Cover (SKYTRON Supplied)<br />
SS-L<br />
NOTES<br />
Support rods as specified per seismic calculations are to be located for total support of light, all labor and materials<br />
for fabrication supplied by General Contractor. Nuts and washers for support of SKYTRON mounting plate supplied<br />
by contractor (8 ea. required).<br />
The mounting structure must be attached to structural ceiling and BRACED TO ALLOW NO TWISTING OR<br />
LATERAL MOTION and shall be designed not to provide a degree of rotation greater than two-tenths of a degree<br />
at the mounting plate.<br />
3/4" metal conduit and minimum 12AWG wire size (3 wires per lighthead) required between fixture and SKYTRON<br />
supplied wall control. All metal conduit, wiring, and other electrical materials as well as installation labor for such<br />
materials associated with the installation of the SKYTRON surgical light to be provided by Electrical Contractor. All<br />
installations of SKYTRON surgical lights should be under the direct supervision of a SKYTRON representative. All<br />
wiring to be in accordance with local codes and by a certified electrician.<br />
CONTRACTOR HAS FINAL RESPONSIBILITY for the strength and stability of the Mounting Structure.<br />
This is a GENERAL GUIDELINE ONLY.<br />
6"<br />
45°<br />
STIFFENER PLATE<br />
(provided by others)<br />
ANGLE SWAY BRACING<br />
90° APART - 4 EACH<br />
(see note 2)<br />
As Specified by<br />
Seismic calculations<br />
2-1/4"<br />
± 1/4"<br />
B2-010-20<br />
UNIVERSAL ADAPTER<br />
PLATE<br />
B9-210-44<br />
CASTLE TYPE<br />
CEILING COVER<br />
090508SSL<br />
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