P3 - FLSS FLS FHS
P3 - FLSS FLS FHS
P3 - FLSS FLS FHS
TABLE OF CONTENTS
FLSS P3.2.1
FLS P3.2.2
FHS P3.2.3
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
the housing to the supporting structure. Housing shall be electro-zinc plated or hot-dip
galvanized for corrosion resistance. Housing shall be designed to provide a constant free
and operating height within 1/8 inch (3 mm).
The isolator housing shall provide a minimum of 1g restraint in all directions if attached with
through bolts. 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 1.0 times the rated vertical
stiffness and shall be designed to provide a minimum of 50% overload capacity. Spring
elements shall be epoxy powder coated, and shall have a 1000-hour rating when tested in
accordance with ASTM B-117.
FLSS ISOLATORS DESCRIPTION AND SPECIFICATION
PAGE 1 OF 3 RELEASE DATE: 10/31/03
Housing assembly shall be of fabricated steel members and shall consist of a top load
plate complete with adjusting and leveling bolts, vertical restraints, isolation washers,
and a bottom plate with internal non-skid noise isolation pads and holes provided for
anchoring to the supporting structure. Housing shall be hot dip galvanized for
corrosion resistance. Housing should be designed to provide a constant free and
operating height within 1/8 inch (0.06 mm).
Spring elements shall have a lateral stiffness greater than 1.0 times the rated vertical
stiffness and shall be designed to provide a minimum of 50% overload capacity.
Spring elements shall be epoxy powder coated, and shall have a 1000-hour rating
when tested in accordance with ASTM B-117.
Vibration isolators shall incorporate a steel housing and neoprene snubbing grommet
system designed to limit motion to no more than 1/4" (6 mm) in any direction and to
prevent any direct metal-to-metal contact between the supported member and the
fixed restraint housing. The restraining system shall be designed to withstand the
seismic design forces in any lateral or vertical direction without yield or failure. Where
the capacity of the anchorage hardware in concrete is inadequate for the required
seismic loadings, an adapter base plate to allow the addition of more or larger anchors
will be fitted to fulfill these requirements. In addition to the primary isolation coil spring,
the load path will include a minimum 1/4" (6 mm) thick neoprene pad.
Spring elements shall be color coded or otherwise easily identified. Springs 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 minimum of a 1000-hour
rating when tested in accordance with ASTM B-117.
To facilitate servicing, the isolator will be designed in such a way that the coil spring
element can be removed without the requirement to lift or otherwise disturb the
supported equipment.
FHS ISOLATORS DESCRIPTION AND SPECIFICATION
PAGE 3 OF 3 RELEASE DATE: 10/31/03
Fax:
FLSS 1-2465 BLUE 4.20 3.00 2465 1.00
Email:
FLSS 1-2865 BLUE GRAY 4.20 3.00 2865 1.00 L
B*
FLSS 1-3500 BLUE BROWN 4.20 3.00 3500 1.00
A*
1-250/3500 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE W
International:
L2
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
3
sales@kineticsnoise.com
SPECIFICATIONS: WELDED TO STEEL
2
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH THROUGH BOLTED
VERTICAL FORCE LBS X 1000
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-1
MEMBER
RELEASE DATE: : 2/01/05
Fax:
L
Email:
B* A* W
International:
L2 L2
IF EQUIP SUPPORT STEEL IS
614-889-0540
614-889-0480
800-959-1229
6
www.kineticsnoise.com
sales@kineticsnoise.com
4
WELDED TO STEEL
SPECIFICATIONS: 3
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH THROUGH BOLTED
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE 2
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-2
MEMBER
RELEASE DATE: : 2/01/05
F*
STANDARD SPRING COIL E* VERTICAL RESTRAINT
RATINGS COLOR FREE RATED d BOLT
H - FR / OP REMOVABLE
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL. HEIGHT BLOCKING
FLSS 1-5000 BROWN 4.20 3.00 5000 1.09
FLSS 1-6800 ORANGE 4.20 3.00 6800 0.95 T D
FLSS 1-8800 ORANGE GRAY 4.20 3.00 8800 1.00 D2 T2
FLSS 1-9860 BLUE 4.20 3.00 9860 1.00
FLSS 1-11460 BLUE GRAY 4.20 3.00 11460 1.00
Fax:
1-5000/14000 ANCHOR BOLT TORQUE - 150 FT-LB, PULL TEST - 3625 LB
Email:
B*
A* W
L2
L2
International:
B2
A2
614-889-0540
614-889-0480
800-959-1229
9
WELDED TO STEEL
7
www.kineticsnoise.com
6 THROUGH BOLTED
sales@kineticsnoise.com
5 ANCHORED TO CONCRETE
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH 4
2
MINIMUM COIL OVERLOAD OF 50 %.
MINIMUM Kx/Ky RATIO OF 1.0. 1
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-3
MEMBER
RELEASE DATE: : 2/01/05
REMOVABLE
STANDARD SPRING COIL E* F*
RATINGS COLOR FREE RATED BLOCKING
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL. H - FR / OP
FLSS 2-100 GRAY 6.09 3.50 100 2.00 HEIGHT
d
FLSS 2-250 BLUE 6.09 3.50 250 2.00 D
T
FLSS 2-500 GREEN 6.09 3.50 500 2.00
FLSS 2-750 BLACK 6.09 3.50 750 2.00
T2
FLSS 2-995 ORANGE 6.09 3.50 995 2.00 D2
Fax:
L
Email:
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE) B*
2-100/1975 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB A*
W
L2
International:
B2
614-889-0540
614-889-0480
800-959-1229
6
www.kineticsnoise.com
4
sales@kineticsnoise.com
SPECIFICATIONS: 3 WELDED TO STEEL
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
VERTICAL FORCE LBS X 1000
2
THROUGH BOLTED
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
NEOPRENE SNUBBING ELEMENTS. ANCHORED TO CONCRETE
1
MINIMUM COIL OVERLOAD OF 50 %.
MINIMUM Kx/Ky RATIO OF 1.0.
0
ALL ELEMENTS SAFE AT SOLID LOADING.
POWDER COATED COILS AND HOT DIPPED GALVANIZED BRACKET 0 1 2 3 4
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT HORIZONTAL FORCE LBS X 1000
ERECTION
Computed horiz and vert seismic load combinations must fall within the restraint
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-4
MEMBER
RELEASE DATE: : 2/01/05
REMOVABLE
E* F* BLOCKING
STANDARD SPRING COIL
RATINGS COLOR FREE RATED H - FR/OP
TYPE SIZE OUTER INNER1 INNER2 HT. O.D. LOAD DEFL. HEIGHT
FLSS 2-2000 ORANGE 7.00 5.00 2000 2.00
d
T D
FLSS 2-2500 BLUE 7.00 5.00 2500 2.00
FLSS 2-2750 BLUE BLUE 7.00 5.00 2750 2.00
T2
FLSS 2-3025 BLUE GREEN 7.00 5.00 3025 2.02 D2
FLSS 2-3250 BLUE BLACK 7.00 5.00 3250 2.00
Fax:
FLSS 2-4500 BLUE RED GREEN 7.00 5.00 4500 2.00 B*
Email:
2-2000/4500 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE A*
W
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE) L2
2-2000/4500 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB B2 L2
International:
A2
614-889-0540
614-889-0480
800-959-1229
6
www.kineticsnoise.com
sales@kineticsnoise.com
4
SPECIFICATIONS: 3
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH WELDED TO STEEL
VERTICAL FORCE LBS X 1000
DOCUMENT:
ERECTION capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-5
MEMBER
RELEASE DATE: : 2/01/05
Fax:
FLSS 2-9000 BLUE RED GREEN 7.00 5.00 9000 2.00
Email:
2-4000/9000 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
2-4000/9000 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
International:
DRAWING #S-01-22.23S – FLSS 2-4000/9000
614-889-0540
614-889-0480
800-959-1229
6
www.kineticsnoise.com
4
sales@kineticsnoise.com
WELDED TO STEEL
SPECIFICATIONS: 3 THROUGH BOLTED
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
VERTICAL FORCE LBS X 1000
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-6
MEMBER
RELEASE DATE: : 2/01/05
Fax:
FLSS 2-16400 BLUE RED 7.00 5.00 16400 2.00
Email:
FLSS 2-18000 BLUE RED GREEN 7.00 5.00 18000 2.00
2-8000/18000 REQUIRES 0.75 DIA. x 4.75 MIN. EMBED ANCHORS IN CONCRETE
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
International:
2-8000/18000 ANCHOR BOLT TORQUE - 150 FT-LB, PULL TEST - 3625 LB
614-889-0540
614-889-0480
800-959-1229
8 WELDED TO STEEL
7 THROUGH BOLTED
6 ANCHORED TO CONCRETE
www.kineticsnoise.com
5
sales@kineticsnoise.com
SPECIFICATIONS: 4
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-7
MEMBER
RELEASE DATE: : 2/01/05
Fax:
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
Email:
4-100/1600 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
International:
DRAWING #S-01-22.41S – FLSS 4-100/1600
VERT. FORCE
IF EQUIP SUPPORT STEEL IS = 23500 LBS
614-889-0540
614-889-0480
800-959-1229
6
www.kineticsnoise.com
WELDED TO STEEL
sales@kineticsnoise.com
4
THROUGH BOLTED
SPECIFICATIONS: 3
ANCHORED TO CONCRETE
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
VERTICAL FORCE LBS X 1000
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-8
MEMBER
RELEASE DATE: : 2/01/05
Fax:
FLSS 4-4450 CHROME BLUE 11.50 8.00 4450 4.00
Email:
FLSS 4-4700 CHROME GREEN 11.50 8.00 4700 4.00
L
FLSS 4-4950 CHROME BLACK 11.50 8.00 4950 4.00
FLSS 4-5200 CHROME RED 11.50 8.00 5200 4.00 B*
International:
L2 A* W
FLSS 4-5450 CHROME BROWN 11.50 8.00 5450 4.00
614-889-0540
614-889-0480
800-959-1229
IS REQUIRED CENTER-LINE
6
www.kineticsnoise.com
4 WELDED TO STEEL
sales@kineticsnoise.com
3
THROUGH BOLTED
VERTICAL FORCE LBS X 1000
ANCHORED TO CONCRETE
SPECIFICATIONS: 2
DOCUMENT:
ERECTION
capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-9
MEMBER
RELEASE DATE: : 2/01/05
Fax:
FLSS 4-9900 CHROME BLACK 11.50 8.00 9900 4.00
Email:
FLSS 4-10400 CHROME RED 11.50 8.00 10400 4.00 L
FLSS 4-10900 CHROME BROWN 11.50 8.00 10900 4.00
B*
International:
FLSS 4-11600 CHROME ORANGE 11.50 8.00 11600 4.00 A* W
4-5500/11600 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE
L2
L2
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
sales@kineticsnoise.com
3
WELDED TO STEEL
2
THROUGH BOLTED
SPECIFICATIONS:
VERTICAL FORCE LBS X 1000
1
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH ANCHORED TO CONCRETE
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
0
NEOPRENE SNUBBING ELEMENTS.
MINIMUM COIL OVERLOAD OF 50 %. 0 1 2 3 4 5 6 7 8
DOCUMENT:
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT Computed horiz and vert seismic load combinations must fall within the restraint
ERECTION capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-10
MEMBER
RELEASE DATE: : 2/01/05
F*
SPRING COIL
VERTICAL
STANDARD E*
RATINGS COLOR FREE RATED RESTRAINT
H-
FR / OP
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL. BOLT
HEIGHT d
FLSS 4-11000 BEIGE GREEN 11.50 8.00 11000 4.00
FLSS 4-12000 BEIGE BLACK 11.50 8.00 12000 4.00 T D
D2
FLSS 4-13000 BEIGE RED 11.50 8.00 13000 4.00
FLSS 4-14000 BEIGE BROWN 11.50 8.00 14000 4.00 T2
FLSS 4-15400 BEIGE ORANGE 11.50 8.00 15400 4.00
Fax:
Email:
FLSS 4-20800 CHROME RED 11.50 8.00 20800 4.00 B* A* W
FLSS 4-21800 CHROME BROWN 11.50 8.00 21800 4.00
FLSS 4-23200 CHROME ORANGE 11.50 8.00 23200 4.00 L2
L2
International:
4-11000/23200 REQUIRES 0.75 DIA. x 4.75 MIN. EMBED ANCHORS IN CONCRETE B2 A2
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
614-889-0540
614-889-0480
800-959-1229
7
WELDED TO STEEL
6
THROUGH BOLTED
www.kineticsnoise.com
5
ANCHORED TO CONCRETE
sales@kineticsnoise.com
4
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH 3
2
NEOPRENE SNUBBING ELEMENTS.
ISOLATORS MUST BE BOLTED OR WELDED TOP AND BOTTOM IN AN 1
APPROVED MANNER
MINIMUM COIL OVERLOAD OF 50 %. 0
DOCUMENT:
ERECTION capacity envelope. Contact KNC for bolted to steel data.
P3.2.1-11
MEMBER
RELEASE DATE: 2/01/05
Fax:
FLS 1-2465 BLUE 4.20 3.00 2465 1.00 L
Email:
FLS 1-2865 BLUE GRAY 4.20 3.00 2865 1.00 B*
A*
International:
1-250/3500 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE L2
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE) B2
A2
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
sales@kineticsnoise.com
WELDED TO STEEL
3
SPECIFICATIONS:
THROUGH BOLTED
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
2
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
VERTICAL FORCE LBS X 1000
ANCHORED TO CONCRETE
NEOPRENE SNUBBING ELEMENTS.
MINIMUM COIL OVERLOAD OF 50 %.
MINIMUM Kx/Ky RATIO OF 1.0.
ALL ELEMENTS SAFE AT SOLID LOADING. 0
POWDER COATED COILS AND HOT DIPPED GALVANIZED BRACKET 0 1 2 3 4
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT
HORIZONTAL FORCE LBS X 1000
ERECTION
Computed horiz and vert seismic load combinations must fall within the restraint
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-1
MEMBER
RELEASE DATE: 02/01/05
SPRING COIL E* F*
STANDARD VERTICAL RESTRAINT
RATINGS COLOR FREE RATED
H - FR / OP d
HEIGHT BOLT
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL.
FLS 1-2500 BROWN 4.20 3.00 2500 1.09 T
D2
FLS 1-3400 ORANGE 4.20 3.00 3400 0.95 D
FLS 1-4400 ORANGE GRAY 4.20 3.00 4400 0.50
T2
FLS 1-4930 BLUE 4.20 3.00 4930 0.50
Fax:
1-2500/7000 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
Email:
B* A*
W
International:
L2
IF EQUIP SUPPORT STEEL IS B2
90° TO THE LONG ISOLATOR A2
VERT FORCE
*ALL MOUNTING BOLT PATTERNS
= 14650 LBS
SYMMETRICAL ABOUT ISOLATOR
CENTER-LINE
614-889-0540
614-889-0480
800-959-1229
WELDED TO STEEL
www.kineticsnoise.com
sales@kineticsnoise.com
THROUGH BOLTED
SPECIFICATIONS:
ANCHORED TO CONCRETE
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
NEOPRENE SNUBBING ELEMENTS.
MINIMUM COIL OVERLOAD OF 50%.
VERTICAL FORCE LBS X 1000
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-2
MEMBER
RELEASE DATE: 02/01/05
REMOVABLE
STANDARD SPRING COIL BLOCKING
RATINGS COLOR FREE RATED
FR / OP
F* VERTICAL RESTRAINT
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL. E*
H-
FLS 1-5000 BROWN 4.20 3.00 5000 1.09 HEIGHT BOLT
FLS 1-6800 ORANGE 4.20 3.00 6800 0.95 T
d
FLS 1-8800 ORANGE GRAY 4.20 3.00 8800 1.00
D
FLS 1-9860 BLUE 4.20 3.00 9860 1.00 T2
Fax:
1-5000/14000 ANCHOR BOLT TORQUE - 150 FT-LB, PULL TEST - 3625 LB
B*
Email:
A*
L2 W
B2 L2
International:
DRAWING #S-01-22.13 – FLS 1-5000/14000
A2
IF EQUIP SUPPORT STEEL IS
614-889-0540
614-889-0480
800-959-1229
WELDED TO STEEL
5
THROUGH BOLTED
4
www.kineticsnoise.com
ANCHORED TO CONCRETE
sales@kineticsnoise.com
SPECIFICATIONS: 3
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-3
MEMBER
RELEASE DATE: 02/01/05
Fax:
FLS 2-1975 RED GREEN 6.09 3.50 1975 1.98
Email:
2-100/1975 REQUIRES 0.62 DIA x 4.00 MIN EMBED ANCHORS IN CONCRETE
International:
2-100/1975 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
WELDED TO STEEL
4
sales@kineticsnoise.com
THROUGH BOLTED
SPECIFICATIONS: 3
ANCHORED TO CONCRETE
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE 2
VERTICAL FORCE LBS X 1000
DOCUMENT:
Computed horiz and vert seismic load combinations must fall within the restraint
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-4
MEMBER
RELEASE DATE: 02/01/05
Fax:
FLS 2-4500 BLUE RED GREEN 7.00 5.00 4500 2.00
Email:
2-2000/4500 REQUIRES 0.62 DIA x 4.00 MIN EMBED ANCHORS IN CONCRETE
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
International:
2-2000/4500 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
VERT FORCE
6
= 14300 LBS *ALL MOUNTING BOLT PATTERNS
614-889-0540
614-889-0480
800-959-1229
SYMMETRICAL ABOUT ISOLATOR
5 CENTER-LINE
www.kineticsnoise.com
sales@kineticsnoise.com
3
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH WELDED TO STEEL
2
VERTICAL FORCE LBS X 1000
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT HORIZONTAL FORCE LBS X 1000
ERECTION
Computed horiz and vert seismic load combinations must fall within the restraint
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-5
MEMBER
RELEASE DATE: 02/01/05
Fax:
Email:
FLS 2-9000 BLUE RED GREEN 7.00 5.00 9000 2.00
2-4000/9000 REQUIRES 0.62 DIA. x 4.00 MIN. EMBED ANCHORS IN CONCRETE
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
International:
2-4000/9000 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
4 WELDED TO STEEL
sales@kineticsnoise.com
THROUGH BOLTED
SPECIFICATIONS: 3
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-6
MEMBER
RELEASE DATE: 02/01/05
Fax:
FLS 2-16400 BLUE RED 7.00 5.00 16400 2.00
Email:
FLS 2-18000 BLUE RED GREEN 7.00 5.00 18000 2.00 L
2-8000/18000 REQUIRES 0.75 DIA. x 4.75 MIN. EMBED ANCHORS IN CONCRETE B*
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE) A* W
International:
DRAWING #S-01-22.24 – FLS 2-8000/18000
2-8000/18000 ANCHOR BOLT TORQUE - 150 FT-LB, PULL TEST - 3625 LB L2
B2 L2
614-889-0540
614-889-0480
800-959-1229
WELDED TO STEEL
www.kineticsnoise.com
sales@kineticsnoise.com
THROUGH BOLTED
SPECIFICATIONS:
ANCHORED TO CONCRETE
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
NEOPRENE SNUBBING ELEMENTS.
MINIMUM COIL OVERLOAD OF 50 %.
VERTICAL FORCE LBS X 1000
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-7
MEMBER
RELEASE DATE: 02/01/05
F* VERTICAL RESTRAINT
E* BOLT
STANDARD SPRING COIL
RATINGS FREE RATED REMOVABLE
TYPE SIZE COLOR HT. O.D. LOAD DEFL. d
BLOCKING
FLS 4-100 GRAY 10.00 5.63 100 4.00 H - FR / OP
FLS 4-250 BLUE 10.00 5.63 250 4.00 HEIGHT
FLS 4-500 GREEN 10.00 5.63 500 4.00
FLS 4-750 BLACK 10.00 5.63 750 4.00
Fax:
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
Email:
4-100/1600 ANCHOR BOLT TORQUE - 75 FT-LB, PULL TEST - 2670 LB
L
International:
L2
A*
IF EQUIP SUPPORT STEEL IS
W
VERT FORCE B2
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
sales@kineticsnoise.com
3 WELDED TO STEEL
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-8
MEMBER
RELEASE DATE: 02/01/05
F* VERTICAL RESTRAINT
STANDARD SPRING COIL E* BOLT
RATINGS COLOR FREE RATED
TYPE SIZE OUTER INNER HT. O.D. LOAD DEFL. d REMOVABLE
FLS 4-2250 BEIGE 11.50 8.00 2250 4.00 BLOCKING
FLS 4-2500 BEIGE BLUE 11.50 8.00 2500 4.00 H - FR / OP
HEIGHT
FLS 4-2750 BEIGE GREEN 11.50 8.00 2750 4.00
FLS 4-3000 BEIGE BLACK 11.50 8.00 3000 4.00
Fax:
FLS 4-4450 CHROME BLUE 11.50 8.00 4450 4.00
Email:
FLS 4-4700 CHROME GREEN 11.50 8.00 4700 4.00
FLS 4-4950 CHROME BLACK 11.50 8.00 4950 4.00 L
International:
B*
FLS 4-5450 CHROME BROWN 11.50 8.00 5450 4.00 L2
A*
W
614-889-0540
614-889-0480
800-959-1229
IS REQUIRED
www.kineticsnoise.com
4
sales@kineticsnoise.com
WELDED TO STEEL
3
DOCUMENT:
Computed horiz and vert seismic load combinations must fall within the restraint
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-9
MEMBER
RELEASE DATE: 02/01/05
Fax:
FLS 4-9900 CHROME BLACK 11.50 8.00 9900 4.00
Email:
FLS 4-10400 CHROME RED 11.50 8.00 10400 4.00
FLS 4-10900 CHROME BROWN 11.50 8.00 10900 4.00
International:
FLS 4-11600 CHROME ORANGE 11.50 8.00 11600 4.00
614-889-0540
614-889-0480
800-959-1229
5
www.kineticsnoise.com
sales@kineticsnoise.com
3 WELDED TO STEEL
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH THROUGH BOLTED
2
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE ANCHORED TO CONCRETE
NEOPRENE SNUBBING ELEMENTS.
VERTICAL FORCE LBS X 1000
1
MINIMUM COIL OVERLOAD OF 50 %.
MINIMUM Kx/Ky RATIO OF 1.0.
ALL ELEMENTS SAFE AT SOLID LOADING. 0
POWDER COATED COILS AND HOT DIPPED GALVANIZED BRACKET 0 1 2 3
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT HORIZONTAL FORCE LBS X 1000
ERECTION
Computed horiz and vert seismic load combinations must fall within the restraint
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-10
MEMBER
RELEASE DATE: 02/01/05
Fax:
FLS 4-19800 CHROME BLACK 11.50 8.00 19800 4.00 B* A* W
Email:
FLS 4-20800 CHROME RED 11.50 8.00 20800 4.00
FLS 4-21800 CHROME BROWN 11.50 8.00 21800 4.00
L2 L2
FLS 4-23200 CHROME ORANGE 11.50 8.00 23200 4.00 B2 A2
International:
DRAWING #S-01-22.44 – FLS 4-11000/23200
4-11000/23200 REQUIRES 0.75 DIA. x 4.75 MIN. EMBED ANCHORS IN CONCRETE
614-889-0540
614-889-0480
800-959-1229
7
WELDED TO STEEL
5
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THROUGH BOLTED
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4
ANCHORED TO CONCRETE
SPECIFICATIONS:
3
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE
2
VERTICAL FORCE LBS X 1000
HOUSINGS MAY BE USED FOR BLOCKING DURING EQUIPMENT HORIZONTAL FORCE LBS X 1000
ERECTION Computed horiz and vert seismic load combinations must fall within the restraint
DOCUMENT:
capacity envelope. Contact KNC for bolted to steel data.
P3.2.2-11
MEMBER
RELEASE DATE: 02/01/05
Fax:
1-700 BGE/WHT 3.00 1.75 700
Email:
CHR/WHT L E
1-805 3.00 1.75 800
1-250/2200 1-250 BLUE 4.00 3.00 250 L2 A W
L2
1-450 GREEN 4.00 3.00 450
International:
1-625 BLACK 4.00 3.00 625
614-889-0540
614-889-0480
800-959-1229
1-3500 BLU/BRN 4.00 3.00 3500
* INCLUDES WELDED GUSSET AS SHOWN
1-35/805
4000
1-2465/3500 4000
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(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
sales@kineticsnoise.com
3000 1-250/2200 3000
1-35/805 ANCHOR BOLT TORQUE - 25 FT LB, PULL TEST - 1210 LB
1-250/3500 ANCHOR BOLT TORQUE - 150 FT LB, PULL TEST - 3625 LB
2000 2000
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH 1-35/805
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE 1000 1000
VERTICAL RESTRAINT CAPACITY (LBS)
VERTICAL RESTRAINT CAPACITY (LBS)
DOCUMENT:
OSHPD APPROVAL NUMBER R-0433
capacity envelope. Contact KNC for bolted to steel data.
P3.2.3-1
MEMBER
RELEASE DATE: 11/3/03
Fax:
2-1975 * 2-1975 RED/GRN 5.75 3.50 1975
Email:
L E
2-2000/4500* 2-2000 ORANGE 7.00 5.00 2000
2-2500 BLUE 7.00 5.00 2500 L2 A W
L2
2-2750 BLU/BLU 7.00 5.00 2750
International:
2-3025 BLU/GRN 7.00 5.00 3025
614-889-0540
614-889-0480
800-959-1229
2-100/1600
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(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
sales@kineticsnoise.com
3000 2-2000/4500 3000
2-100/1975 ANCHOR BOLT TORQUE - 75 FT LB, PULL TEST - 2670 LB
2-2000/4500 ANCHOR BOLT TORQUE - 200 FT LB, PULL TEST - 5310 LB
2000 2000
SPECIFICATIONS:
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH 2-100/1975
CONSTANT FREE AND OPERATING HEIGHT AND REPLACEABLE 1000 1000
VERTICAL RESTRAINT CAPACITY (LBS)
VERTICAL RESTRAINT CAPACITY (LBS)
DOCUMENT:
OSHPD APPROVAL NUMBER R-0433
capacity envelope. Contact KNC for bolted to steel data.
P3.2.3-2
MEMBER
RELEASE DATE: 11/3/03
Fax:
4-2500 BGE/BLU 11.50 8.00 2500
Email:
L E
4-2750 BGE/GRN 11.50 8.00 2750 L2 A W
4-3000 BGE/BLK 11.50 8.00 3000 L2
International:
4-3250 BGE/RED 11.50 8.00 3250
4-3500 BGE/BRN 11.50 8.00 3500
614-889-0540
614-889-0480
800-959-1229
4-5450 11.50 8.00 5450 6000 6000
CHR/ORG
4-2250/5800
4-5800 11.50 8.00 5800
* INCLUDES WELDED GUSSET AS SHOWN 5000 5000
4-100/1600
4-100/1600 REQUIRES 0.62 DIA x 4.0 MIN EMBED ANCHORS IN CONCRETE
www.kineticsnoise.com
4-2250/5800 REQUIRES 1.0 DIA x 9.0 MIN EMBED ANCHORS IN CONCRETE 4000 4000
sales@kineticsnoise.com
(ALLOWABLE LOADS BASED ON 3000 PSI MIN CONCRETE)
4-100/1600 ANCHOR BOLT TORQUE - 75 FT LB, PULL TEST - 2670 LB 3000 3000
4-2250/5800 ANCHOR BOLT TORQUE - 200 FT LB, PULL TEST - 5310 LB
SPECIFICATIONS: 2000 2000
VERTICALLY AND LATERALLY RESTRAINED SPRING ISOLATOR WITH
VERTICAL RESTRAINT CAPACITY (LBS)
DOCUMENT:
OSHPD APPROVAL NUMBER R-0433 capacity envelope. Contact KNC for bolted to steel data.
P3.2.3-3
MEMBER
RELEASE DATE: 11/3/03
Drawing # SS-900915
RE MOVA BLE
BLOCKIN G ELEMENT 1. COORDI NATE THE LOCATI ON OF EACH ISOLATOR WIT H THE APPROPRIATE
(PVC PIPE) SUBMIT TAL DRAWING AND WIT H THE CO LOR CO DE CHART PROVIDED
FOR THE SPRINGS.
LEVELING
BOLT 2. PLACE THE I SOLAT ORS IN THEIR PROPER LOCATION AND ATT ACH
Fax:
TOP PLATE
Email:
O F THE ISOLATORS AND ATT ACH TO THE FLS TOP PLAT E PER
PROJECT SPECIFICATIONS.
International:
VER TIC AL 4. LOOSEN THE VERT ICAL REST RAINT JAM NUTS T O T HE END O F
R ESTRAINT THE RESTRAI NT BO LTS.
614-889-0540
614-889-0480
800-959-1229
6. DO NOT ATTEMPT TO MO VE ISO LAT ORS LATERALLY WI TH THE WEIGHT
OF THE EQUIPMENT ON T HEM. I F IT I S NECESSARY TO MOVE THE
EQUIPMENT, REMO VE T HE EQ UI PMENT F ROM THE I SO LAT ORS FI RST .
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F AI LURE TO FOLLOW THI S PROCEDURE COULD RESULT IN DAMAGE
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TO THE I SOLAT ORS.
DOCUMENT:
P3.5-1
MEMBER
RELEASE DATE: 11/3/03
Drawing # SS-960892
1. COORDINATE THE LO CATION O F EACH ISOLATOR WITH
WASH ERS THE APPROPRIATE SUBMITTAL DRAWING .
2. REMOVE THE ATTACHMENT BO LT AND ONE WASHER FROM
THE TOP OF THE LEVELING NUT. INSERT I T INTO
EQU IPMENT BRAC KET THE EQUIPMENT BRACKET (IT IS NOT NECE SSARY
TO INSTALL THE SPRING AT THIS POINT)
Fax:
4. RAISE THE EQUIPMENT OR EQUIPMENT B ASE AND INSTALL
Email:
THE ISOLATO R ANCHORS IN THE FLOOR.
5. LOCATE THE SPRINGS AND LOWER THE E QUIPMENT. NOTE
RUBBER SNUBBING PADS
International:
WITH APPROXIMATELY THE DESIRED FLOO R CLEARANCE.
(TAKE CARE NOT TO PUSH THE E QUIPMENT SIDEWAYS.)
614-889-0540
614-889-0480
800-959-1229
IN A SIMILAR MANNER, CONTINUE WITH THE ADJUSTMENT
FHS H OUSING
OF THE REMAINING ISO LATORS.
9. TIGHTEN THE ADJUSTMENT BO LT, THUS BOLTING
THE SPRING TO THE SUPPORTED EQUIPMENT AND
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LOCKING THE LEVELING BOLT AGAINST TURNING
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10. DO NOT ATTEMPT TO MOVE THE ISOLATO RS LATERALLY
WI TH THE WEIGHT OF THE EQUIPMENT ON THEM. IF IT
IS NECESSARY TO MOVE THE EQUIPMENT, REMOVE THE
INSTALLATION WEIGHT FRO M THE IS OLATORS BY RAISING THE
EQUIPMENT BEFORE MOVING.
DRAWING
DOCUMENT:
P3.5-2
MEMBER
RELEASE DATE: 11/3/03