Vibration isolators shall be seismically rated, restrained spring isolators for equipment which is subject to load variations and large external forces. Isolators shall consist of large diameter, laterally stable, steel springs assembled into welded steel housing assemblies designed to limit movement of the supported equipment in all directions.

Housing assembly shall be of fabricated steel members and shall consist of a top load plate complete with adjusting and leveling bolts, adjustable vertical restraints, isolation washers, and a bottom plate with internal non-skid noise isolation pads and holes for anchoring of housing to supporting structure. Housing shall be hot-dip galvanized for corrosion resistance. Housing shall be designed to provide a constant free and operating height within 1/8" (3 mm).

The isolator housing shall provide a minimum of 1g restraint in all directions.

Spring elements shall be selected to provide static deflections as shown on the vibration isolation schedule or as indicated or required in the project documents. Springs shall be color coded or otherwise identified.

Spring elements shall have a lateral stiffness greater than 1.2 times the rated vertical stiffness and shall be designed to provide a minimum of 50% overload capacity. Non-welded spring elements shall be epoxy powder coated, and shall have a 1000 hr rating when tested in accordance with ASTM B-117.

Vibration isolators shall be Model FLSS as manufactured by Kinetics Noise Control, Inc.

pdf 250/3500

pdf 250/3500(m)

pdf 2500/7000

pdf 2500/7000(m)

pdf 5000/14000

pdf 5000/14000(m)

pdf 100/1975

pdf 100/1975(m)

pdf 2000/4500

pdf 2000/4500(m)

pdf 4000/9000

pdf 4000/9000(m)

pdf 8000/18000

pdf 8000/18000(m)

pdf 100/1600

pdf 100/1600(m)

pdf 2250/5800

pdf 2250/5800(m)

pdf 5800/11600

pdf 5800/11600(m)

pdf 11000/23200

pdf 11000/23200(m)

(m) Signifies Metric Drawing

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Technical Information

pdfFLSS Overview

Installation

pdfGuidelines