DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
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PAGE:
P3.0
TABLE OF CONTENTS (CHAPTER P3)FLSS / FLS / FHS ISOLATORS/RESTRAINTS RELEASE DATE: 10/20/03
CHAPTER P3
FLSS/FLS/FHS ISOLATORS AND RESTRAINTS
TABLE OF CONTENTS
General Descriptions and Specifications P3.1
Submittal Data P3.2
FLSS P3.2.1
FLS P3.2.2
FHS P3.2.3
Selection Information P3.3
Load Spreader Plate Data P3.4
Installation Instructions P3.5
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
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DOCUMENT:
P3.1
FLSS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 1 OF 3 RELEASE DATE: 10/31/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model FLSSSeismic control restrained spring vibration isolators consist of free-standing, large diameter, laterally stable steel springs assembledinto welded steel housing assemblies that are designed to limitvertical movement of the isolated equipment if equipment loads arereduced or if the equipment is subjected to large external forcessuch as seismic events. The housings also provide a constant freeand operating height to facilitate installation. Spring elements arecomplete with internal noise isolation pads and have an adjustingand leveling bolt as a part of the top load plate assembly. Largeholes are provided in all isolators for bolting to the structure and tothe supported equipment. To assure stability, the springs have alateral spring stiffness greater than 1.2 times the rated verticalstiffness and are designed to provide a minimum of 50% overloadcapacity. FLSS springs are available with deflections to 4 inches(100 mm) and with load capacities to 11,800 lbs. (5364 kg) asstandard products. Custom isolators with higher deflection andgreater load capabilities are also available. Kinetics Model FLSSspring isolators are recommended for the isolation of vibrationproduced by equipment carrying a large fluid load which may bedrained, such as boilers and chillers, and for the isolation ofcooling towers, air-cooled condensers, etc., where motion due towind loads must be minimized.
SpecificationVibration isolators shall be seismically rated restrained spring isolators for equipment that issubject to load variations and large external forces. Isolators shall consist of large diameter,laterally stable steel springs assembled into welded steel housing assemblies designed tolimit movement of the supported equipment in all directions.
Housing assembly shall be of fabricated steel members and shall consist of a top load platecomplete 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 ofthe housing to the supporting structure. Housing shall be electro-zinc plated or hot-dipgalvanized for corrosion resistance. Housing shall be designed to provide a constant freeand operating height within 1/8 inch (3 mm).
The isolator housing shall provide a minimum of 1g restraint in all directions if attached withthrough bolts. Spring elements shall be selected to provide static deflections as shown onthe 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 verticalstiffness and shall be designed to provide a minimum of 50% overload capacity. Springelements shall be epoxy powder coated, and shall have a 1000-hour rating when tested inaccordance with ASTM B-117.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
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DOCUMENT:
P3.1
FLS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 2 OF 3 RELEASE DATE: 10/31/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model FLSVibration isolators consist of free-standing large diameterlaterally stable steel springs assembled into welded steelhousing assemblies that are designed to limit verticalmovement of the isolated equipment if equipment loads arereduced or if the equipment is subjected to large externalforces. The housings also provide a constant free andoperating height to facilitate installation. Spring elements arecomplete with internal noise isolation pads and have anadjusting and leveling bolt as a part of the top load plateassembly. Springs are epoxy powder coated, with a 1000-hoursalt spray rating per ASTM B-117. Holes are provided in allisolators for bolting to the structure and to the supportedequipment. The isolator can be welded to the structure as well.To assure stability, the springs have a lateral spring stiffnessgreater than 1.0 times the rated vertical stiffness, and aredesigned to provide a minimum of 50% overload capacity. FLSsprings are available with deflections to 2.03 inches (52 mm)and with load capacities to 15,600 lbs. (7076 kg) as standardproducts. Custom isolators with higher deflection and greaterload capabilities are also available. Kinetics Model FLS springisolators are recommended for the isolation of vibrationproduced by equipment carrying a large fluid load which maybe drained, such as boilers, cooling towers and chillers, and forthe isolation of cooling towers, air-cooled condensers, etc.,where motion due to wind loads must be minimized.
SpecificationVibration isolators for equipment which is subject to load variations and large externalor torque forces shall consist of large diameter laterally stabile steel springsassembled into welded steel housing assemblies designed to limit vertical movementof the supported equipment.
Housing assembly shall be of fabricated steel members and shall consist of a top loadplate complete with adjusting and leveling bolts, vertical restraints, isolation washers,and a bottom plate with internal non-skid noise isolation pads and holes provided foranchoring to the supporting structure. Housing shall be hot dip galvanized forcorrosion resistance. Housing should be designed to provide a constant free andoperating height within 1/8 inch (0.06 mm).
Spring elements shall have a lateral stiffness greater than 1.0 times the rated verticalstiffness 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 ratingwhen tested in accordance with ASTM B-117.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
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DOCUMENT:
P3.1
FHS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 3 OF 3 RELEASE DATE: 10/31/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model FHSSeismic control restrained spring isolators meet specifications forKinetics Model FDS isolators and include a steel housing assemblyto limit both lateral and vertical movement of the supportedequipment during an earthquake without degrading the vibrationisolation of the spring during normal equipment operating conditions.Standard FHS isolators incorporate a steel housing which encloses aneoprene snubber. Depending on the load and seismic zone, anoptional steel load spreader plate to distribute the load amongconcrete anchors may be applied. A neoprene pad fitted in serieswith the spring is provided. Equipment attachment is by way of a boltscrewed downward through the equipment foot. Removal of theisolator for servicing can be easily accomplished as the isolator is notfitted with a protruding stud. In conformance with all current buildingcode standards, the restraining system is designed to withstand aminimum 1.0g acceleration force. Motion is limited to approximately0.2" in any direction.
SpecificationSpring isolators shall be seismic control restrained spring isolators, incorporating asingle or multiple coil spring element, having all of the characteristics of free-standingcoil spring isolators as specified in the vibration isolation portion of this specification.Springs shall be restrained using a housing engineered to limit both lateral and verticalmovement of the supported equipment during an earthquake without degrading thevibration isolation capabilities of the spring during normal equipment operatingconditions.
Vibration isolators shall incorporate a steel housing and neoprene snubbing grommetsystem designed to limit motion to no more than 1/4" (6 mm) in any direction and toprevent any direct metal-to-metal contact between the supported member and thefixed restraint housing. The restraining system shall be designed to withstand theseismic design forces in any lateral or vertical direction without yield or failure. Wherethe capacity of the anchorage hardware in concrete is inadequate for the requiredseismic loadings, an adapter base plate to allow the addition of more or larger anchorswill 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 havea lateral stiffness greater than 1.2 times the rated vertical stiffness and shall bedesigned to provide a minimum of 50% overload capacity. Non-welded springelements shall be epoxy powder coated and shall have a minimum of a 1000-hourrating when tested in accordance with ASTM B-117.
To facilitate servicing, the isolator will be designed in such a way that the coil springelement can be removed without the requirement to lift or otherwise disturb thesupported equipment.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
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DOCUMENT:
P3.2.1-1
FLSS Submittal DrawingsDRAWING #S-01-22.11S – FLSS 1-250/3500 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CA
LLY
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ALLY
RES
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NE
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D O
PER
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NG
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GH
T AN
D R
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BLE
NEO
PREN
E SN
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ING
ELE
ME
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INIM
UM
CO
IL O
VER
LOAD
OF
50%
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INIM
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Kx/
Ky R
ATI
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0.AL
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ATED
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LDED
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T FO
RC
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1210
0 LB
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LO
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BASE
D O
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CR
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CO
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(INC
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1-25
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0.6
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0 M
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STAN
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FLSS
TYPE
FLSS
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FLSS
FLSS
FLSS
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1700
1-22
00
1-28
651-
3500
D 0.69
A 0.75
T 0.31
B 0.75
2.75
E 2.75
F
LOAD
450
625
800
1000
1250
1700
2200
2465
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3500
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3.00
4.20
FREE
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IL
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4.20
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4.20
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1.44
1.31
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0.95
1.00
1.09
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0.56d
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-2
FLSS Submittal DrawingsDRAWING #S-01-22.12S – FLSS 1-2500/7000 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
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O O
PTIO
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PLA
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SED
TO
INC
REA
SER
ATIN
G W
HE
N A
TTAC
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TO C
ON
CR
ETE
0
0
VERTICAL FORCE LBS X 1000
7 5 3 18 6 4 29
53
12
4
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RIZ
ON
TAL
FOR
CE
LBS
X 10
00
SPEC
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ON
S:VE
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INIM
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OF
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EQU
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OR
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-LB,
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LL T
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0 LB
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LO
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BASE
D O
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CR
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THR
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ES 0
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.00
MIN
. EM
BED
AN
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S IN
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4.20
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AY
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3400
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4930
1-25
00
TYPE
1-25
00/7
000
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TYPE
FLSS
FLSS
FLSS
15.2
5L
5.00W
0.38T
0.75A
COLO
R
OR
ANG
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RAN
GE
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TER
SIZE
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F
RATE
D
2500
3.00
O.D
.LO
AD
3.00
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3.00
4400
3400
4930
1.09
DEFL
.
1.00
0.95
1.00
3.00
7000
1.00
0.56d
6.88H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-3
FLSS Submittal DrawingsDRAWING #S-01-22.13S – FLSS 1-5000/14000 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OP
ERAT
ING
HEI
GH
T AN
D R
EPLA
CEA
BLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L EL
EME
NTS
SAF
E A
T SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AND
HO
T D
IPP
ED G
ALVA
NIZ
ED B
RAC
KET
HO
US
ING
S M
AY B
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FO
R B
LOC
KIN
G D
UR
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EQ
UIP
MEN
TER
ECTI
ON
IF E
QU
IP S
UPP
OR
T ST
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IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UA
LIN
TH
ICKN
ESS
TO T
HE
TOP
PLAT
EIS
REQ
UIR
ED
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
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SE-
PLA
TE U
SED
TO
INC
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SER
ATIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
246810 135791112
VERTICAL FORCE LBS X 1000
0
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
001112
134
28
61
35
79
100
= 24
800
LBS
VER
T. F
OR
CE
1-50
00/1
4000
AN
CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
EST
- 362
5 LB
WA*
L2B2
A2
VER
TIC
AL
RES
TRAI
NT
B*
E*R
EMO
VAB
LEBL
OC
KIN
G
D
T2
BOLT
F*
L2
H -
D2
T
L
dH
EIG
HT
FR /
OP
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CEN
TER
-LIN
E
VER
T. F
OR
CE
= 33
000
LBS AN
CH
OR
ED
TO
CO
NC
RE
TE
THR
OU
GH
BO
LTE
D
WEL
DE
D T
O S
TEEL
8.00
BRO
WN
OR
ANG
EO
RAN
GE
BLU
EBL
UE
BLU
E
OU
TER
FLSS
1" D
EFLE
CTI
ON
SEI
SMIC
ISO
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RIP
UN
ITS
(INC
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AN
D P
OU
ND
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CO
LOR
(ALL
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ADS
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D O
N 3
000
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ON
CR
ETE)
1-50
00/1
4000
REQ
UIR
ES 0
.75
DIA
. x 4
.75
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
STAN
DAR
DR
ATIN
GS
1-50
00/1
4000
TYPE
LW
15.7
5
FLSS
1-14
000
FLSS
FLSS
TYPE
FLSS
FLSS
FLSS
1-68
001-
5000
SIZE
1-98
601-
8800
1-11
460
SPR
ING
CO
IL
D 0.81
1.00
T 0.50
BA
1.00
F5.
50E
5.50
5000
6800
9860
1146
0
8800
1400
0
LOAD
4.20
3.00
BRO
WN
FREE
4.20
4.20
4.20
4.20
4.20HT.
INN
ER
GR
AY
GR
AY
3.00
3.00
O.D
.
3.00
3.00
3.00
1.00
0.95
RAT
ED
1.09
DEF
L.
1.00
1.00
1.00
dH
0.69
7.50
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-4
FLSS Submittal DrawingsDRAWING #S-01-22.21S – FLSS 2-100/1975 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
0
VERTICAL FORCE LBS X 1000
246810 13579 0
42
13
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
IF E
QU
IP S
UPP
OR
T S
TEEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRED
SPEC
IFIC
ATI
ONS
:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RA
INE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CEA
BLE
NEO
PREN
E S
NU
BBI
NG
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RA
TIO
OF
1.0.
ALL
ELEM
EN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZE
D B
RAC
KET
HO
US
ING
S M
AY
BE U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
MEN
TER
ECTI
ON
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BAS
E-PL
ATE
USE
D T
O IN
CR
EAS
ER
ATIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI
MIN
CO
NC
RET
E)
2-10
0/19
75 A
NC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TE
ST -
2670
LB
L2B2
A2L2
D2
T
LB*
BOLT
VER
TIC
AL R
ESTR
AIN
T
H -
E*
A*W
T2
D
F*BL
OC
KIN
GR
EMO
VABL
E
FR /
OP
HEI
GH
Td *A
LL M
OU
NTI
NG
BO
LT P
ATT
ERN
SSY
MM
ETR
ICAL
AB
OU
T IS
OLA
TOR
CEN
TER
-LIN
E
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEE
L
VER
T FO
RC
E=
2130
0 LB
S
FLSS
2" D
EFL
ECTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(IN
CH
ES
AN
D P
OU
ND
S)
INN
ER
GR
EEN
GR
EEN
2-10
0/19
75 R
EQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
GR
AYFL
SS2-
100
TYP
E2-
100/
1975
STA
ND
AR
DR
ATIN
GS
TYP
EO
UTE
R
10.0
0L
SIZE
5.00W
0.31T
CO
LOR
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
GR
EEN
BLAC
KO
RAN
GE
OR
ANG
E2-
995
2-25
02-
500
2-75
0
2-14
002-
1600
2-19
75
BLU
E
RE
DR
ED
2.00
3.50
6.09
100
DEF
L.
0.75A
0.75B
FRE
ESP
RIN
G C
OIL
HT.
O.D
.
0.69D
2.75E
RAT
EDLO
AD
8.00
0.56
2.75F
dH
3.50
6.09
6.09
6.09
6.09
3.50
3.50
3.50
6.09
6.09
6.09
3.50
3.50
3.50
2.00
995
500
250
750
2.00
2.00
2.00
1600
1400
1975
2.00
2.01
1.98
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-5
FLSS Submittal DrawingsDRAWING #S-01-22.22S – FLSS 2-2000/4500 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RAI
NED
SP
RIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPL
ACEA
BLE
NEO
PREN
E S
NU
BBI
NG
ELE
MEN
TS.
ISO
LATO
RS
MU
ST B
E BO
LTED
OR
WEL
DED
TO
P AN
D B
OTT
OM
IN A
NAP
PR
OVE
D M
ANN
ERM
INIM
UM
CO
IL O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATI
O O
F 1.
0.AL
L EL
EMEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S A
ND
HO
T D
IPPE
D G
ALVA
NIZ
ED B
RAC
KET
HO
US
ING
S M
AY
BE U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
MEN
TER
ECTI
ON
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
T'L
PLAT
E EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRED
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BAS
E-PL
ATE
USE
D T
O IN
CR
EASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
0
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
21
30
VERTICAL FORCE LBS X 1000
246810 13579
B2L2
A2
L2T
B*L
BOLT
VER
TIC
AL R
ESTR
AIN
T
H -
E*
WA*
T2
D
F*BL
OC
KIN
GR
EMO
VABL
E
D2
FR/O
PH
EIG
HT
d
2-20
00/4
500
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TES
T - 2
670
LB
*ALL
MO
UN
TIN
G B
OLT
PA
TTER
NS
SYM
ME
TRIC
AL A
BO
UT
ISO
LATO
RC
ENTE
R-L
INE
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEE
L
VER
T FO
RC
E=
2380
0 LB
S
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI
MIN
CO
NC
RET
E)
OR
ANG
EO
RAN
GE
IP U
NIT
S (IN
CH
ES
AND
PO
UN
DS)
FLSS
2" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
2-20
00/4
500
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RE
TE
FLSS
OR
ANG
E2-
2000
TYP
E
TYP
E
2-20
00/4
500
STA
ND
AR
DR
ATIN
GS
OU
TER
5.00
L11
.00
SIZE
W0.
31T
INN
ER
1C
OLO
R
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
BLU
E
BLU
E
BLU
EBL
UE
BLU
E
BLU
EBL
UE
2-32
502-
3025
2-27
502-
2500
2-35
00
2-41
002-
3900
BLAC
KG
REE
NBL
UE
RE
DBL
UE
2-45
00R
ED
2000
5.00
7.00
2.00
LOA
D
2.75 R
ATED
B HT.
SPR
ING
CO
IL
0.75
FRE
E
0.75A
INN
ER
2
0.69D
E
O.D
.
2.75F
0.56d
DEF
L.
2750
2500
3500
3250
3025
4500
4100
3900
7.00
7.00
7.00
7.00
7.00
7.00
7.00
GR
EEN
5.00
5.00
5.00
5.00
5.00
5.00
5.00
7.00
GR
EEN
5.00
2.00
2.00
2.02
2.00
2.00
2.00
2.00
2.00
10.0
0H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-6
FLSS Submittal DrawingsDRAWING #S-01-22.23S – FLSS 2-4000/9000 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OP
ERAT
ING
HEI
GH
T AN
D R
EPLA
CEA
BLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L E
LEM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATE
D C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACKE
TH
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG D
UR
ING
EQ
UIP
MEN
TER
ECTI
ON
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KN
ESS
TO T
HE
TOP
PLA
TEIS
REQ
UIR
ED
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NA
L B
ASE-
PLA
TE U
SED
TO
INC
REA
SER
ATIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
0
VERTICAL FORCE LBS X 1000
246810 13579 0
42
13
5
VER
T. F
OR
CE
= 16
700
LBS
2-40
00/9
000
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TES
T - 2
670
LB
*ALL
MO
UN
TIN
G B
OLT
PA
TTE
RN
SSY
MM
ETR
ICAL
ABO
UT
ISO
LATO
RC
EN
TER
-LIN
E
76
VER
T. F
OR
CE
= 28
000
LBS
ANC
HO
RED
TO
CO
NC
RE
TE
THR
OU
GH
BO
LTED
WEL
DED
TO
STE
EL
FLSS
2" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
(ALL
OW
ABLE
LO
AD
S BA
SED
ON
300
0 P
SI M
IN C
ON
CR
ETE
)2-
4000
/900
0 R
EQU
IRE
S 0.
62 D
IA. x
4.0
0 M
IN. E
MB
ED A
NC
HO
RS
IN C
ON
CR
ETE
OR
ANG
EFL
SS2-
4000
17.5
0
STA
ND
ARD
RA
TIN
GS SI
ZE
TYP
E2-
4000
/900
0
TYP
E
L6.
00W
OU
TER
BLU
EFL
SS2-
9000
2-50
002-
5500
2-60
502-
6500
2-70
002-
7800
2-82
00
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
BLU
E
BLU
EBL
UE
BLU
E
BLU
EBL
UE
BLU
E
4000
5.00
7.00
2.00
D
O.D
.
0.69
A
INN
ER2
0.75 SP
RIN
G C
OIL
0.50T
CO
LOR
INN
ER1
0.75B
FRE
EH
T.
2.75
RA
TED DEF
L.
E2.
75
LOA
D
F
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
GR
EEN
7.00
RE
D
GR
EEN
BLAC
K
BLU
EG
REE
N
OR
ANG
EO
RAN
GE
RE
D
7.00
7.00
7.00
7.00
7.00
7.00
7.00
9000
2.00
2.00
2.00
2.02
2.00
2.00
2.00
2.00
6500
5000
6050
5500
7800
8200
7000
10.1
3d 0.56
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-7
FLSS Submittal DrawingsDRAWING #S-01-22.24S – FLSS 2-8000/18000 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BAS
E-
PLAT
E U
SED
TO
INC
REA
SER
ATIN
G W
HEN
ATT
ACH
ED
TO C
ON
CR
ETE
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RA
TIN
G H
EIG
HT
AND
REP
LAC
EAB
LEN
EOP
RE
NE
SNU
BBI
NG
ELE
MEN
TS.
MIN
IMU
M C
OIL
OV
ERLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L EL
EM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AND
HO
T D
IPPE
D G
ALVA
NIZ
ED
BR
ACKE
TH
OU
SIN
GS
MA
Y BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRED
(ALL
OW
ABLE
LO
AD
S BA
SED
ON
300
0 P
SI M
IN C
ON
CR
ETE)
2-80
00/1
8000
AN
CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
EST
- 36
25 L
B
*ALL
MO
UN
TIN
G B
OLT
PA
TTE
RN
SSY
MM
ETR
ICAL
ABO
UT
ISO
LATO
RC
EN
TER
-LIN
E
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
VERTICAL FORCE LBS X 1000
2 0
01
13456
23
45
6
78910
87
VER
T. F
OR
CE
= 24
400
LBS
910
11ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTE
D
WEL
DED
TO
STE
EL
= 38
000
LBS
VER
T. F
OR
CE
11.0
0W
OR
ANG
EBL
UE
BLU
EBL
UE
BLU
E
BLU
EBL
UE
BLU
E
BLU
E
OU
TER
FLSS
2" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
2-80
00/1
8000
REQ
UIR
ES 0
.75
DIA
. x 4
.75
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
STA
ND
ARD
RA
TIN
GS
2-80
00/1
8000
TYP
E21
.50
L
FLSS
2-14
000
FLSS
TYP
E
FLSS
FLSS
FLSS
FLSS
2-80
002-
1000
0
SIZE
2-11
000
2-12
100
2-13
000
FLSS
FLSS
FLSS
2-15
600
2-16
400
2-18
000
FRE
EC
OLO
RR
ATE
D
1.00
SPR
ING
CO
IL
IP U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
0.50T
1.00A
B5.
500.
81DE
5.50F
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00HT.
OR
ANG
E
INN
ER1
BLU
EG
REE
NBL
ACK
INN
ER2
OR
ANG
ER
ED
RE
D
GR
EEN
GR
EEN
2.00
5.00
1400
0
1000
0
1210
013
000
1100
0
LOA
D5.
00O
.D.
5.00
8000
5.00
5.00
5.00
DEF
L.2.
002.
00
2.02
2.00
2.00
1560
016
400
1800
05.
005.
00
5.00
2.00
2.00
2.00
11.0
00.
69dH
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-8
FLSS Submittal DrawingsDRAWING #S-01-22.41S – FLSS 4-100/1600 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERA
LLY
RES
TRAI
NED
SPR
ING
ISO
LATO
R W
ITH
CO
NST
ANT
FREE
AN
D O
PER
ATIN
G H
EIG
HT
AND
RE
PLAC
EABL
EN
EOP
REN
E SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/K
y R
ATI
O O
F 1.
0.AL
L EL
EMEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GA
LVA
NIZ
ED B
RAC
KET
HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
MEN
TER
ECTI
ON
IF E
QU
IP S
UP
POR
T ST
EEL
IS90
° TO
TH
E L
ON
G IS
OLA
TOR
AXIS
, AN
AD
D'L
PLA
TE E
QU
ALIN
TH
ICKN
ESS
TO T
HE
TOP
PLAT
EIS
REQ
UIR
ED
42
13
246810 13579
VERTICAL FORCE LBS X 1000
0
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
0
VER
T. F
OR
CE
= 16
500
LBS
A2, B
2, L
2, T
2, D
2 D
IME
NS
ION
SR
EFE
R T
O O
PTIO
NAL
BAS
E-PL
ATE
US
ED T
O IN
CR
EASE
RA
TIN
G W
HE
N A
TTA
CH
EDTO
CO
NC
RE
TE
4-10
0/16
00 A
NC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TES
T - 2
670
LB
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CEN
TER
-LIN
E
VER
T. F
OR
CE
= 23
500
LBS
ANC
HO
RE
D T
O C
ON
CR
ETE
THR
OU
GH
BO
LTE
D
WEL
DE
D T
O S
TEEL
GR
EEN
BLAC
K
OR
ANG
EBR
OW
N
CO
LOR
FLSS
4" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
4-10
0/16
00 R
EQU
IRES
0.6
2 D
IA. x
4.0
0 M
IN. E
MBE
D A
NC
HO
RS
IN C
ON
CR
ETE
STAN
DAR
DR
ATIN
GS
4-10
0/16
00TY
PE6.
0011
.00
LW
FLSS
4-12
50
FLSS
FLSS
TYPE
FLSS
FLSS
FLSS
SIZE
4-10
04-
250
GR
AYBL
UE
4-75
04-
500
4-10
00R
ED
FLSS
4-16
00
RAT
EDFR
EESPR
ING
CO
IL
0.75
0.38T
A0.
750.
69B
D0.
562.
752.
75E
Fd
13.0
0H
DEF
L.
5.63
1250
4.00
10.0
0
10.0
010
.00
HT.
O.D
.5.
635.
6310
.00
10.0
010
.00
5.63
5.63
5.63
LOAD
100
250
4.00
4.00
750
500
1000
4.00
4.00
4.00
10.0
05.
6316
004.
00
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-9
FLSS Submittal DrawingsDRAWING #S-01-22.42S – FLSS 4-2250/5800 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
0
VERTICAL FORCE LBS X 1000246810 13579 0
42
13
VER
T. F
OR
CE
= 18
000
LBS
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BA
SE-
PLAT
E U
SED
TO
INC
RE
ASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
(ALL
OW
ABLE
LO
ADS
BAS
ED
ON
300
0 P
SI M
IN C
ON
CR
ETE)
4-22
50/5
800
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TE
ST -
2670
LB
WA*
L2B2
L2
FR. O
P.H
EIG
HT
H -
D2
T
LB*
E*
RE
MO
VAB
LEBL
OC
KIN
G
T2
D
VER
TIC
AL R
ESTR
AIN
TBO
LTF*
A2
d
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CE
NTE
R-L
INE
= 31
700
LBS
VER
T. F
OR
CE
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEEL
IF E
QU
IP S
UP
POR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P P
LATE
IS R
EQU
IRED
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RA
INE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CE
ABLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L E
LEM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AND
HO
T D
IPPE
D G
ALV
ANIZ
ED
BR
ACKE
TH
OU
SIN
GS
MAY
BE
US
ED F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N
CO
LOR
FLSS
4" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
4-22
50/5
800
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
OU
TER
TYPE
SIZE
16.2
5
STAN
DA
RD
RA
TIN
GS
TYPE
4-22
50/5
800
L8.
00W
CH
RO
ME
FLS
S4-
4200
4-22
504-
2500
4-27
504-
3000
4-32
504-
3500
4-38
50
FLS
S
FLS
SFL
SS
FLS
S
FLS
S
FLS
SFL
SS
BEIG
E
BEIG
EBE
IGE
BEIG
E
BEIG
E
BEIG
EBE
IGE
4-44
504-
4700
4-49
50
4-54
504-
5800
4-52
00FL
SS
FLS
SFL
SS
FLS
S
FLS
SFL
SS
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
LOA
DD
EFL.
O.D
.FR
EE
HT.
INN
ERR
ATE
DSP
RIN
G C
OIL
1.00
0.50T
A1.
00B0.
69D5.
50E5.
50F15
.00
0.69d
2250
2500
3000
3250
2750
3850
4200
4700
4950
4450
3500
5450
5800
5200
8.00
11.5
0
11.5
011
.50
11.5
011
.50
11.5
0
11.5
011
.50
BLAC
K
BLU
EG
REE
N
RE
DBR
OW
NO
RAN
GE
8.00
8.00
8.00
8.00
8.00
8.00
8.00
11.5
011
.50
11.5
0
11.5
011
.50
11.5
0R
ED
BLU
EG
REE
NBL
ACK
BRO
WN
OR
ANG
E
8.00
8.00
8.00
8.00
8.00
8.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-10
FLSS Submittal DrawingsDRAWING #S-01-22.43S – FLSS 4-5500/11600 RELEASE DATE: : 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NA
L BA
SE-
PLA
TE U
SED
TO
INC
REA
SER
ATIN
G W
HE
N A
TTAC
HED
TO C
ON
CR
ETE
VERTICAL FORCE LBS X 1000
0123457 68
= 16
900
LBS
VER
T. F
OR
CE
9
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
10
23
45
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RAI
NED
SPR
ING
ISO
LATO
R W
ITH
CO
NS
TAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T A
ND
RE
PLAC
EABL
EN
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.M
INIM
UM
CO
IL O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELEM
ENTS
SA
FE A
T SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACKE
TH
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N
IF E
QU
IP S
UP
POR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRED
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
4-55
00/1
1600
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
-LB,
PU
LL T
EST
- 267
0 LB
L2
B2A2
L2
HEI
GH
T T
L
FR /
OP
H -
E*VE
RTI
CA
LR
ESTR
AIN
TBO
LT
B*A*
W
DT2
REM
OVA
BLE
BLO
CK
ING
F*
D2
d
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CEN
TER
-LIN
E
76
8
VER
T. F
OR
CE
= 31
700
LBS
ANC
HO
RE
D T
O C
ON
CR
ETE
THR
OU
GH
BO
LTED
WEL
DED
TO
STE
EL
BEIG
EBE
IGE
BEIG
EBE
IGE
BEIG
E
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
OU
TER
FLSS
4" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
CH
RO
ME
4-55
00/1
1600
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
STAN
DAR
DR
ATIN
GS
TYPE
4-55
00/1
1600
26.0
0L
4-89
00FL
SS
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
TYPE
4-65
00
4-55
004-
6000
SIZE
4-70
004-
7700
4-84
00
FLSS
FLSS
FLSS
FLSS
FLSS
4-10
900
4-94
00
4-10
400
4-99
00
4-11
600
RAT
EDFR
EEC
OLO
R
IP U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
0.50
8.00W
T1.
001.
00A
B
SPR
ING
CO
IL
0.69
5.50
DE
5.50
O.D
.
BLU
E11
.50
8.00
INN
ERG
REE
NBL
ACK
BRO
WN
OR
ANG
E
RED
11.5
08.
00
11.5
011
.50
HT.
8.00
8.00
11.5
011
.50
11.5
08.
008.
00
8.00
GR
EEN
BLAC
K
BRO
WN
OR
ANG
E
RED
11.5
08.
00
11.5
011
.50
11.5
08.
008.
00
8.00
11.5
08.
00
4.00
8900
DEF
L.
4.00
6500
LOAD
5500
6000
4.00
4.00
7700
7000
8400
4.00
4.00
4.00
4.00
1090
010
400
9900
9400
4.00
4.00
4.00
1160
04.
00
H15
.25
0.69
Fd
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.1-11
FLSS Submittal DrawingsDRAWING #S-01-22.44S – FLSS 4-11000/23200 RELEASE DATE: 2/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ER
ALLY
RES
TRAI
NED
SP
RIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE
AND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CE
ABLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
ISO
LATO
RS
MU
ST B
E BO
LTED
OR
WEL
DED
TO
P AN
D B
OTT
OM
IN A
NAP
PR
OVE
D M
AN
NE
RM
INIM
UM
CO
IL O
VER
LOA
D O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L EL
EME
NTS
SAF
E A
T SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AND
HO
T D
IPPE
D G
ALVA
NIZ
ED B
RA
CK
ETH
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
T'L
PLAT
E EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P P
LATE
IS R
EQU
IRED
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BA
SE-
PLA
TE U
SED
TO
INC
REA
SER
ATIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
VER
T. F
OR
CE
= 26
800
LBS
0
VERTICAL FORCE LBS X 1000
11 0246810 13579
HO
RIZ
ON
TAL
FOR
CE
LBS
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00
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61
35
79
1112
(ALL
OW
ABLE
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S BA
SE
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N 3
000
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CO
NC
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CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
ES
T - 3
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LB
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OVA
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BLO
CKI
NG
H -
D2T
L
E*
BOLT
D
WB*
A*
F*
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TRA
INT
VER
TIC
AL
FR /
OP
HEI
GH
T
T2
d
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MO
UN
TIN
G B
OLT
PA
TTER
NS
SYM
MET
RIC
AL
ABO
UT
ISO
LATO
RC
ENTE
R-L
INE
= 47
500
LBS
VER
T. F
OR
CE
ANC
HO
RE
D T
O C
ON
CR
ETE
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEEL
FLSS
4" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
CO
LOR GR
EEN
BRO
WN
OR
ANG
E
GR
EEN
BRO
WN
OR
ANG
E4-
1100
0/23
200
RE
QU
IRE
S 0.
75 D
IA. x
4.7
5 M
IN. E
MB
ED
AN
CH
OR
S IN
CO
NC
RET
E
OU
TER
SIZE
TYPE
4-11
000/
2320
0L
27.0
0TY
PE
STAN
DA
RD
RAT
ING
S
17.0
0W
4-17
800
CH
RO
ME
FLS
S
4-11
000
4-12
000
4-14
000
4-15
400
4-13
000
4-16
800
FLS
SFL
SS
FLS
S
FLS
SFL
SS
FLS
S
BEIG
EBE
IGE
BEIG
EBE
IGE
BEIG
EC
HR
OM
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4-18
800
4-20
800
4-21
800
4-19
800
4-23
200
FLS
S
FLS
SFL
SS
FLS
S
FLS
SC
HR
OM
E
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
DEF
L.LO
AD
HT.
INN
ER
O.D
.R
ATE
DFR
EE
SPR
ING
CO
IL
T0.
75A 1.00
B 1.00
D 0.81
E9.
009.
00
1780
0BL
UE
11.5
08.
00
BLAC
KR
ED
11.5
011
.50
11.5
0
11.5
011
.50
11.5
0
8.00
8.00
8.00
1100
012
000
1300
0
8.00
8.00
8.00
1540
014
000
1680
0
11.5
0
BLAC
KR
ED
11.5
011
.50
11.5
0
11.5
021
800
8.00
8.00
8.00
8.00
1980
018
800
2080
0
8.00
2320
0
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
d 0.69
F15
.25
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-1
FLS Submittal DrawingsDRAWING #S-01-22.11 – FLS 1-250/3500 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RAI
NED
SP
RIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPL
ACEA
BLE
NEO
PREN
E S
NU
BBI
NG
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RA
TIO
OF
1.0.
ALL
ELEM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACKE
TH
OU
SIN
GS
MA
Y BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRED
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
VERTICAL FORCE LBS X 1000
2
10
0
2
345678
34
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BAS
E-PL
ATE
USE
D T
O IN
CR
EASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI
MIN
CO
NC
RET
E)1-
250/
3500
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
-LB
, PU
LL T
EST
- 267
0 LB
FR /
OP
HEI
GH
T
T2
B*
L2L2
B2A2
D2
L
H -
D
A*WT
BLO
CKI
NG
d
E*F*
REM
OVA
BLE
*ALL
MO
UN
TIN
G B
OLT
PA
TTER
NS
SYM
ME
TRIC
AL A
BO
UT
ISO
LATO
RC
ENTE
R-L
INE
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEE
L
VER
T FO
RC
E=
1210
0 LB
S
FLS
1" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HE
S AN
D P
OU
ND
S)
0.25
INN
ER
GR
AY
GR
AYBR
OW
N1-
250/
3500
RE
QU
IRES
0.6
2 D
IA. x
4.0
0 M
IN. E
MB
ED A
NC
HO
RS
IN C
ON
CR
ETE
RE
DFL
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1000
TYP
E
TYP
E
1-25
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00
STA
ND
AR
DR
ATIN
GS
FLS
FLS
FLS
FLS
8.75L
4.00W
T
1-25
0SI
ZE
1-62
51-
450
1-80
0
BLU
ECO
LOR
OU
TER
GR
EEN
BLAC
KG
RAY
FLS
FLS
FLS
FLS
FLS
FLS
OR
ANG
EO
RAN
GE
BRO
WN
1-24
65
1-12
501-
1700
1-22
00
1-28
651-
3500
BLU
E
BLU
EBL
UE
1.15
3.00
4.20
1000
DEF
L.
2.75
1.79
1.54
1.44
1.31
1.13
0.75A
B0.
69DE
O.D
.3.
003.
00
3.00
3.00
4.20
FRE
EH
T.
SPR
ING
CO
IL
4.20
4.20
4.20
250R
ATED
LOA
D
625
450
800
2.75F
0.95
1.00
1.00
1.00
1.00
1.09
3.00
3.00
3.00
3.00
3.00
3.00
4.20
4.20
4.20
4.20
4.20
4.20
2465
1250
1700
2200
2865
3500
H 6.25
0.56d
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-2
FLS Submittal DrawingsDRAWING #S-01-22.12 – FLS 1-2500/7000 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERA
LLY
RES
TRAI
NED
SPR
ING
ISO
LATO
R W
ITH
CO
NS
TAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPL
ACEA
BLE
NEO
PRE
NE
SNU
BBI
NG
ELE
MEN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/K
y R
ATI
O O
F 1.
0.AL
L EL
EM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATE
D C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZE
D B
RA
CK
ETH
OU
SIN
GS
MAY
BE
US
ED F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
ERE
CTI
ON
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNE
SS T
O T
HE
TOP
PLA
TEIS
REQ
UIR
ED
A2, B
2, L
2, T
2, D
2 D
IME
NS
ION
SR
EFER
TO
OP
TIO
NAL
BAS
E-PL
ATE
USE
D T
O IN
CR
EASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00VERTICAL FORCE LBS X 1000
L2L2
B2A2
VER
TIC
AL R
ESTR
AIN
Td
REM
OVA
BLE
BLO
CKI
NG
T
L
H -
E*
B*W
A*
D
BOLT
F*
T2D2
HEI
GH
TFR
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P
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MO
UN
TIN
G B
OLT
PAT
TER
NS
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MET
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AL A
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T IS
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TER
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E
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WE
LDED
TO
STE
EL
VER
T FO
RC
E=
1465
0 LB
S
CO
LOR
FLS
1" D
EFL
ECTI
ON
ISO
LATO
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UN
ITS
(INC
HES
AN
D P
OU
ND
S)
BRO
WN
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
1-25
00/7
000
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TES
T - 2
670
LB
1-25
00/7
000
RE
QU
IRE
S 0
.62
DIA
x 4
.00
MIN
EM
BED
AN
CH
OR
S IN
CO
NC
RE
TE
OU
TER
TYPE
SIZE
14.0
0
STAN
DAR
DR
ATIN
GS
TYPE
1-25
00/7
000
4.00
LW
1-34
001-
4400
1-49
301-
5730
1-70
00
1-25
00FL
SFL
S
FLS
FLS
FLS
FLS
OR
ANG
EO
RAN
GE
BRO
WN
BLU
EBL
UE
BLU
E
DEF
L.O
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HT.
LOAD
INN
ERR
ATED
SPR
ING
CO
IL
T 0.38
A 1.00
FREE
B 0.50
D 0.69
E2.
752.
75
GR
AY
4.20
4.20
4.20
GR
AY4.
204.
20
4.20
3.00
3.00
3.00
2500
3400
4400
3.00
3.00
3.00
5730
4930
7000
1.09
0.95
0.50
0.50
0.50
0.50
d 0.56
FH 6.88
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-3
FLS Submittal DrawingsDRAWING #S-01-22.13 – FLS 1-5000/14000 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
ESTR
AIN
ED
SPR
ING
ISO
LATO
R W
ITH
CO
NST
ANT
FREE
AN
D O
PER
ATIN
G H
EIG
HT
AND
REP
LAC
EABL
EN
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.M
INIM
UM
CO
IL O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELEM
ENTS
SAF
E AT
SO
LID
LO
ADIN
G.
POW
DER
CO
ATED
CO
ILS
AND
HO
T D
IPPE
D G
ALVA
NIZ
ED B
RAC
KET
HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
MEN
TER
ECTI
ON
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QU
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OR
T ST
EEL
IS90
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TH
E LO
NG
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LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
KNE
SS T
O T
HE
TOP
PLAT
EIS
REQ
UIR
ED
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BAS
E-PL
ATE
USE
D T
O IN
CR
EASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
0
0
VERTICAL FORCE LBS X 1000
7 6 5 4 3 2 1
63
54
12
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
VER
T. F
OR
CE
=133
00 L
BS
1-50
00/1
4000
AN
CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
EST
- 362
5 LB
A2
FR /
OP
HEI
GH
T
L2
D2
T
B2LB*
H -
E*BO
LT
A*W
d
L2
T2D
BLO
CKI
NG
VER
TIC
AL R
ESTR
AIN
TF*
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OVA
BLE
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MO
UN
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G B
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TER
NS
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MET
RIC
AL
ABO
UT
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EN
TER
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E
VER
T. F
OR
CE
=235
00 L
BS
ANC
HO
RED
TO
CO
NC
RET
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THR
OU
GH
BO
LTED
WEL
DED
TO
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EL
FLS
1" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
CO
LOR
(ALL
OW
ABL
E LO
AD
S BA
SED
ON
300
0 PS
I MIN
CO
NC
RET
E)1-
5000
/140
00 R
EQU
IRES
0.7
5 D
IA. x
4.7
5 M
IN. E
MB
ED A
NC
HO
RS
IN C
ON
CR
ETE
STAN
DAR
DR
ATI
NG
S
1-50
00/1
4000
16.5
0TY
PEW
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00
BLU
EFL
S1-
1146
0
SIZE
1-68
00
1-98
601-
8800
1-50
00TY
PEFL
SFL
SFL
SFL
S
OU
TER
BRO
WN
OR
AN
GE
OR
AN
GE
BLU
E
1-14
000
FLS
BLU
E
SPR
ING
CO
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TA
0.38
1.00
DB 2.00
0.81
d 0.69
FE
5.50
5.50
7.50
RA
TED
1146
03.
004.
20G
RAY
FREE
INN
ER
HT.
4.20
GR
AY4.
204.
204.
20
O.D
.3.
00LO
AD50
003.
003.
003.
00
6800
8800
9860
BRO
WN
4.20
3.00
1400
01.
00
DEF
L.1.
090.
951.
001.
00
1.00
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-4
FLS Submittal DrawingsDRAWING #S-01-22.21 – FLS 2-100/1975 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RAI
NE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RA
TIN
G H
EIG
HT
AND
REP
LAC
EABL
EN
EOP
RE
NE
SN
UBB
ING
ELE
ME
NTS
.M
INIM
UM
CO
IL O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELE
MEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S A
ND
HO
T D
IPPE
D G
ALV
AN
IZE
D B
RAC
KET
HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
MEN
TER
EC
TIO
N
IF E
QU
IP S
UPP
OR
T ST
EEL
IS90
° TO
TH
E LO
NG
ISO
LATO
RAX
IS, A
N A
DD
'L P
LATE
EQ
UAL
IN T
HIC
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2-10
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2-50
02-
750
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52-
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2-16
00
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FLS
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FLS
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FLS
FLS
BLAC
K
GR
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ATED
2.75E
0.75
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75A
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D 0.69
2.75F
2.00
2.00
2.00
2.00
2.01
2.00
1.98
2.00
3.50
6.09
1975
3.50
3.50
3.50
3.50
3.50
3.50
3.50
6.09
6.09
6.09
6.09
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6.09
6.09
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100
250
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1400
1600
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Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-5
FLS Submittal DrawingsDRAWING #S-01-22.22 – FLS 2-2000/4500 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
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tact
KN
C fo
r bol
ted
to s
teel
dat
a.
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IFIC
ATI
ON
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RTI
CAL
LY A
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TER
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Y R
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00
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2.00
2.00
2.00
0.56d
10.0
0H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-6
FLS Submittal DrawingsDRAWING #S-01-22.23 – FLS 2-4000/9000 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
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tact
KN
C fo
r bol
ted
to s
teel
dat
a.
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IFIC
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ON
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RTI
CAL
LY A
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56
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-7
FLS Submittal DrawingsDRAWING #S-01-22.24 – FLS 2-8000/18000 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
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ty e
nvel
ope.
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tact
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C fo
r bol
ted
to s
teel
dat
a.
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ON
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CAL
LY A
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5.00
5.00
5.00
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2.00
2.00
2.00
2.00
dH
11.0
0
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-8
FLS Submittal DrawingsDRAWING #S-01-22.41 – FLS 4-100/1600 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
IF E
QU
IP S
UP
POR
T ST
EEL
IS90
° TO
TH
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T - 2
670
LB
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MO
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NS
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TER
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FER
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SE-
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ASE
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CO
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10.0
010
.00
10.0
010
.00
10.0
010
.00
10.0
04-
100/
1600
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
BLU
EFL
S4-
250
4-10
0/16
00TY
PE
TYPE
6.00
10.7
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WT
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ATIN
GS
FLS
SIZE
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OLO
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RAY
HT.
FLS
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50
FLS
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00
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OW
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GR
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ANG
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5.63
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2.75
0.75
0.75
0.69
AB
D
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5.63
100
DEF
L.4.
00
5.63
1250
5.63
5.63
5.63
750
500
1000
5.63
1600
4.00
4.00
4.00
4.00
4.00
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5613
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Fd
H
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-9
FLS Submittal DrawingsDRAWING #S-01-22.42 – FLS 4-2250/5800 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CA
LLY
AND
LAT
ER
ALLY
RE
STR
AIN
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ISO
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ITH
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NS
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T FR
EE A
ND
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ND
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NTS
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IL O
VE
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F 50
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CKE
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LOC
KIN
G D
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NT
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RET
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LTE
D
WEL
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VER
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1950
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FLS
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CH
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RO
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4.00
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4.00
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4.00
4.00
4.00
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11.5
0
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0
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2250
2750
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3250
8.00
8.00
8.00
8.00
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8.00
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11.5
0
11.5
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11.5
0
11.5
0
11.5
011
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4700
3850
4200
4450
4950
5450
5200
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800
REQ
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ES 0
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.00
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. EM
BED
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S IN
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NC
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E
0.69d
H14
.88
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-10
FLS Submittal DrawingsDRAWING #S-01-22.43 – FLS 4-5500/11600 RELEASE DATE: 02/01/05
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
ESTR
AIN
ED S
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G IS
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HC
ON
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T FR
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ND
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REP
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EN
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RE
NE
SNU
BBI
NG
ELE
MEN
TS.
MIN
IMU
M C
OIL
OV
ERLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L EL
EM
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SAF
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SO
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LO
ADIN
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DE
R C
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OT
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AY
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SED
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LOC
KIN
G D
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TER
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QU
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IMEN
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00
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ME
TRIC
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CE
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CH
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SI M
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ON
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00/1
1600
REQ
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DIA
. x 4
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MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
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TYP
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RIN
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D
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D 0.81
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50
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00
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00
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00
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FH
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.2-11
FLS Submittal DrawingsDRAWING #S-01-22.44 – FLS 4-11000/23200 RELEASE DATE: 02/01/05
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ER
ALLY
RES
TRAI
NED
SPR
ING
ISO
LATO
R W
ITH
CO
NST
ANT
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AN
D O
PER
ATIN
G H
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HT
AND
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EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
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INIM
UM
CO
IL O
VER
LOA
D O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
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D L
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S AN
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OU
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GS
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TER
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4-14
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4.00
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011
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8.00
8.00
8.00
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11.5
0
11.5
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11.5
0
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0
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0
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dH
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.3-1
FHS Submittal DrawingsDRAWING # S-01.35-1A – FHS 1-35/805 1-250/2200 1-2465/3500 RELEASE DATE: 11/3/03
VERTICAL RESTRAINT CAPACITY (LBS)
0
1000
2000
3000
4000C
ON
CR
ETE
ANC
HO
RS
(SPE
C IN
SPEC
TIO
N)
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CA
LLY
AND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CEA
BLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
0.25
NO
MIN
AL C
LEAR
ANC
E IN
SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELE
MEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACKE
TO
SHPD
AP
PRO
VAL
NU
MBE
R R
-043
3
WEL
DED
GU
SSET
T2
5000
6000
FHS
1" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
I-P U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
A2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BASE
PLAT
E U
SED
TO
INC
RE
ASE
RAT
ING
WH
EN
ATTA
CH
ED T
O C
ON
CR
ETE
Op.
Ht
W 3.00
5.00
5.00
TYPE
1-35
/805
1-25
0/22
001-
2465
/350
09.
569.
56L7.
320.
817.
360.
627.
360.
810.
62
5.86H
0.44D
0.50Z
2.50
0.38
0.88
0.88
0.38
2.50
0.69
0.38T
AE
1.50
250
3.00
4.00
BLU
E1-
250
1-25
0/22
00
1-24
65/3
500
*1-
2465
1-35
001-
2865
1-17
001-
2200
1-80
01-
1000
1-12
50
1-62
51-
450
BLU
E
BLU
/BR
NBL
U/G
RY
OR
ANG
EO
RG
/GR
Y4.
00
4.00
4.00
4.00
4.00
GR
AY
BRO
WN
RED
BLAC
KG
REE
N
4.00
4.00
4.00
4.00
4.00
1700
2465
2200
3500
2865
3.00
3.00
3.00
3.00
3.00
1250
1000
3.00
3.00
3.00
3.00
3.00
800
625
450
STAN
DAR
D R
ATIN
GS
NEO
PREN
E 3-
AXIS
SNU
BBER
Z BO
LT
T
2 H
OLE
S - D
DIA
4 x
D2
L2W
E
AL
H
A2
L2
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y (L
BS)
SIZE
TYPE
1-35
/805
1-37
0
1-70
01-
805
1-60
01-
500
1-70
1-12
01-
220
1-35
O.D
.C
APAC
ITY
CO
ILFR
EE H
T
3.00
OR
ANG
E
BGE/
WH
TC
HR
/WH
T
CH
RO
ME
BEIG
E
3.00
3.00
3.00
3.00
GR
AYBR
OW
N
GR
EEN
BLU
E3.
003.
003.
00
3.00
370
1.75
1.75
1.75
1.75
1.75
700
800
500
600
1.75
1.75
1.75
1.75
70 220
120
35
1-35
/805
REQ
UIR
ES 0
.38
DIA
x 2
.50
MIN
EM
BED
AN
CH
OR
S IN
CO
NC
RET
E1-
250/
3500
REQ
UIR
ES 0
.75
DIA
x 4
.75
MIN
EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
1-35
/805
AN
CH
OR
BO
LT T
OR
QU
E - 2
5 FT
LB,
PU
LL T
EST
- 121
0 LB
1-25
0/35
00 A
NC
HO
R B
OLT
TO
RQ
UE
- 150
FT
LB, P
ULL
TEST
- 36
25 L
B
* IN
CLU
DES
WEL
DED
GU
SSET
AS
SHO
WN
010
0020
00
VERTICAL RESTRAINT CAPACITY (LBS) 4000 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
(LBS
)
0 0
1000
1000
2000
2000
3000
4000
3000
5000
WEL
DED
TO
STE
EL
5000
6000
1-35
/805
1-25
0/22
00
1-24
65/3
500
1-35
/805
1-25
0/22
001-
2465
/350
0ST
AND
ARD
HO
USI
NG
ON
LY
CAN
BE
INC
REA
SED
TO
WEL
DE
D R
ATIN
G W
ITH
OV
ERSI
ZED
BAS
EPLA
TE
NO
MIN
AL
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.3-2
FHS Submittal DrawingsDRAWING # S-01.35-2A – FHS 2-100/1600 2-1975 2-2000/4500 RELEASE DATE: 11/3/03
SIZE
TYPE
2-10
0/16
00
2-99
5
2-19
752-
2000
2-16
002-
1400
2-25
02-
500
2-75
0
2-10
0
O.D
.C
APAC
ITY
CO
ILFR
EE H
T
OR
ANG
E
RED
/GR
NO
RAN
GE
RED
OR
G/G
RN
7.00
GR
EEN
BLAC
K
BLU
EG
RAY
5.75
995
5.00
1975
2000
1400
1600
3.50
250
750
500
100
2-10
0/19
75 R
EQU
IRES
0.6
2 D
IA x
4.0
MIN
EM
BED
AN
CH
OR
S IN
CO
NC
RET
E2-
2000
/450
0 R
EQU
IRES
1.0
DIA
x 6
.0 M
IN E
MBE
D A
NC
HO
RS
IN C
ON
CR
ETE
(A
LLO
WAB
LE L
OAD
S BA
SED
ON
300
0 PS
I MIN
CO
NC
RET
E)2-
100/
1975
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
LB,
PU
LL T
EST
- 267
0 LB
2-20
00/4
500
ANC
HO
R B
OLT
TO
RQ
UE
- 200
FT
LB, P
ULL
TES
T - 5
310
LB
* IN
CLU
DES
WEL
DED
GU
SSET
AS
SHO
WN
010
0020
00
VERTICAL RESTRAINT CAPACITY (LBS) 4000 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
(LBS
)
0 0
1000
1000
2000
2000
3000
4000
3000
5000
WEL
DED
TO
STE
EL
5000
6000
2-10
0/19
75
2-20
00/4
500
2-10
0/16
002-
1975
2-20
00/4
500
STAN
DAR
D H
OU
SIN
G O
NLY
CAN
BE
INC
REA
SED
TO
WEL
DE
D R
ATIN
G W
ITH
OV
ERSI
ZED
BAS
EPLA
TE
NO
MIN
AL
5.75
3.50
5.75
3.50
5.75
3.50
5.75
3.50
5.75
3.50
5.75
3.50
5.75
3.50
2-19
75 *
7.00
5.00
7.00
5.00
7.00
5.00
7.00
5.00
7.00
5.00
7.00
5.00
7.00
5.00
NEO
PREN
E 3-
AXIS
SNU
BBER
Z BO
LT
T
2 H
OLE
S - D
DIA
4 x
D2
L2W
E
AL
H
A2
L2
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y (L
BS)
VERTICAL RESTRAINT CAPACITY (LBS)
0
1000
2000
3000
4000C
ON
CR
ETE
ANC
HO
RS
(SPE
C IN
SPEC
TIO
N)
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CA
LLY
AND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CE
ABLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
0.25
NO
MIN
AL C
LEAR
ANC
E IN
SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELE
MEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
AC
KET
OSH
PD A
PPR
OVA
L N
UM
BER
R-0
433
WEL
DED
GU
SSET
T2
5000
6000
FHS
2" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
I-P U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
A2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BASE
PLAT
E U
SED
TO
INC
REA
SE R
ATIN
G W
HEN
ATTA
CH
ED T
O C
ON
CR
ETE
Op.
Ht
W 5.00
5.00
6.00
TYPE
2-10
0/16
002-
1975
2-20
00/4
500
10.3
811
.50
L10
.38
0.69
8.72
0.50
11.1
31.
060.
75
8.72H
0.69D
0.50Z
2.50
0.50
0.75
0.88
0.50
3.00
0.75
0.50T
AE
2.50
2500
BLU
E2-
2500
2-20
00/4
500*
2-45
00
2-35
002-
3900
2-41
00
2-30
252-
2750
BLU
/RED
/GR
N
BLU
/OR
G
BLU
/RED
BLU
/OR
G/G
RN
BLU
/GR
NBL
U/B
LU
4500
4100
3900
3500
3025
2750
STAN
DAR
D R
ATIN
GS
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.2.3-3
FHS Submittal DrawingsDRAWING # S-01.35-3A – FHS 4-100/1600 4-2250/5800 RELEASE DATE: 11/3/03
NEO
PREN
E 3-
AXIS
SNU
BBER
Z BO
LT
T
2 H
OLE
S - D
DIA
4 x
D2
L2W
E
AL
H
A2
L2
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y (L
BS)
SIZE
TYPE
4-10
0/16
00
4-10
00
4-22
504-
2500
4-16
004-
1250
4-25
04-
500
4-75
0
4-10
0
O.D
.C
APAC
ITY
CO
ILFR
EE H
T
RED
BEIG
EBG
E/BL
U
OR
ANG
EBR
OW
N
GR
EEN
BLAC
K
BLU
EG
RAY
10.0
0
1000
2250
2500
1250
1600
5.63
250
750
500
100
4-10
0/16
00 R
EQU
IRES
0.6
2 D
IA x
4.0
MIN
EM
BED
AN
CH
OR
S IN
CO
NC
RET
E4-
2250
/580
0 R
EQU
IRES
1.0
DIA
x 9
.0 M
IN E
MBE
D A
NC
HO
RS
IN C
ON
CR
ETE
(A
LLO
WAB
LE L
OAD
S BA
SED
ON
300
0 PS
I MIN
CO
NC
RET
E)4-
100/
1600
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
LB,
PU
LL T
EST
- 267
0 LB
4-22
50/5
800
ANC
HO
R B
OLT
TO
RQ
UE
- 200
FT
LB, P
ULL
TES
T - 5
310
LB
* IN
CLU
DES
WEL
DED
GU
SSET
AS
SHO
WN
010
0020
00
VERTICAL RESTRAINT CAPACITY (LBS) 4000 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
(LBS
)
0 0
1000
1000
2000
2000
3000
4000
3000
5000
WEL
DED
TO
STE
EL
5000
6000
4-10
0/16
00
4-22
50/5
800
4-10
0/16
004-
2250
/580
0
STAN
DAR
D H
OU
SIN
G O
NLY
CAN
BE
INC
REA
SED
TO
WEL
DE
D R
ATIN
G W
ITH
OV
ERSI
ZED
BAS
EPLA
TE
NO
MIN
AL
11.5
08.
002-
2250
/580
0 *
10.0
05.
6310
.00
5.63
10.0
05.
6310
.00
5.63
10.0
05.
6310
.00
5.63
4-47
0047
004-
4950
4950
4-52
0052
004-
5450
5450
4-58
0058
00
BGE/
OR
G
CH
R/O
RG
CH
R/B
RN
CH
R/R
EDC
HR
/BLK
CH
R/G
RN
CH
R/B
LU
11.5
08.
0011
.50
8.00
11.5
08.
0011
.50
8.00
11.5
08.
0011
.50
8.00
11.5
08.
0011
.50
8.00
11.5
08.
0011
.50
8.00
11.5
08.
0011
.50
8.00
11.5
08.
00
7000
7000
6000
5000
4000
3000
2000
1000
6000
7000
3000
VERTICAL RESTRAINT CAPACITY (LBS)
0
CO
NC
RET
E AN
CH
OR
S (S
PEC
INSP
ECTI
ON
)
Com
pute
d ho
riz a
nd v
ert s
eism
ic lo
ad c
ombi
natio
ns m
ust f
all w
ithin
the
rest
rain
tca
paci
ty e
nvel
ope.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CA
LLY
AND
LAT
ERAL
LY R
ESTR
AIN
ED S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE A
ND
OPE
RAT
ING
HEI
GH
T AN
D R
EPLA
CE
ABLE
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
0.25
NO
MIN
AL C
LEAR
ANC
E IN
SN
UBB
ING
ELE
MEN
TS.
MIN
IMU
M O
VER
LOAD
OF
50%
.M
INIM
UM
Kx/
Ky R
ATIO
OF
1.0.
ALL
ELE
MEN
TS S
AFE
AT S
OLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACK
ETO
SHPD
AP
PRO
VAL
NU
MBE
R R
-043
3
WEL
DED
GU
SSET
T2
FHS
4" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
R
I-P U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
A2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTIO
NAL
BASE
PLAT
E U
SED
TO
INC
REA
SE R
ATIN
G W
HEN
ATTA
CH
ED T
O C
ON
CR
ETE
Op.
Ht
W 7.00
10.0
0
TYPE
4-10
0/16
004-
2250
/580
014
.76
L12
.25
1.06
16.0
00.
8813
.85
H0.
69D0.
62Z
5.00
0.50
0.94
0.81
0.50T
AE
3.50
2750
BGE/
GR
N4-
2750
4-44
50
4-35
004-
3850
4-42
00
4-32
504-
3000
BGE/
BRN
CH
RO
ME
BGE/
RED
BGE/
BLK
4450
4200
3850
3500
3250
3000
STAN
DAR
D R
ATIN
GS
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.5-1
FLSS / FLS Installation InstructionsDrawing # SS-900915 RELEASE DATE: 11/3/03
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
VER
TIC
ALR
ESTR
AINT
JAM
NUT
S
REM
OVA
BLE
BLO
CKI
NG
ELE
MEN
T LEV
ELIN
GBO
LT
TOP
PLA
TE
BOTT
OM
PLA
TE
BUIL
DING
SUP
POR
TST
EEL
OUTL
INE
EQUI
PM
ENT
OUTL
INE
INS
TALL
ATIO
N IN
STR
UC
TIO
NS
KIN
ETIC
S M
OD
EL (F
LS &
FLS
S) S
PRIN
G IS
OLA
TOR
NO
TE:
KIN
ETIC
S N
OIS
E C
ON
TRO
L SU
GG
ESTS
TH
AT M
OD
EL F
LS &
FLS
SIS
OLA
TOR
S B
E O
N T
HE
JOB
SITE
PR
IOR
TO
AR
RIV
AL
OF
THE
EQ
UIP
MEN
T.
1.
CO
OR
DIN
ATE
THE
LOC
ATI
ON
OF
EAC
H IS
OLA
TOR
WIT
H T
HE
APPR
OP
RIA
TES
UBM
ITTA
L D
RA
WIN
G A
ND
WIT
H T
HE
COLO
R C
ODE
CH
AR
T PR
OV
IDE
DFO
R T
HE
SPR
ING
S.
2.
PLA
CE
THE
ISO
LAT
OR
S IN
TH
EIR
PR
OP
ER
LO
CA
TIO
N A
ND
ATT
ACH
BOT
TOM
PLA
TE T
O T
HE
BU
ILDI
NG
SU
PPO
RT
STE
EL.
3.
SET
THE
EQ
UIP
MEN
T FO
OT,
BR
ACK
ET O
R S
UP
PO
RT
STEE
L O
N T
OP
OF
THE
ISO
LATO
RS
AN
D A
TTAC
H T
O T
HE
FLS
TO
P P
LAT
E P
ER
PR
OJE
CT S
PEC
IFIC
ATI
ON
S.
4.
LOO
SEN
TH
E V
ERT
ICA
L R
EST
RAI
NT
JAM
NU
TS T
O T
HE E
ND
OF
THE
RE
STR
AIN
T BO
LTS
.
5.
6.
DO
NO
T A
TTE
MP
T TO
MO
VE IS
OLA
TO
RS
LATE
RA
LLY
WIT
H TH
E W
EIG
HT
OF
THE
EQ
UIP
ME
NT
ON
TH
EM.
IF IT
IS
NEC
ESS
AR
Y TO
MO
VE
THE
EQ
UIP
ME
NT,
RE
MO
VE T
HE
EQUI
PM
EN
T F
RO
M T
HE
ISO
LAT
OR
S FI
RST
.F
AILU
RE
TO F
OLL
OW
TH
IS P
RO
CED
UR
E C
OU
LD R
ESU
LT IN
DA
MAG
ETO
TH
E IS
OLA
TO
RS
.
7.
8.
DIS
CAR
D A
LL B
LOCK
ING
ELE
ME
NTS
.
RES
TRAI
NTB
OLT
IN TU
RN
, RO
TAT
E T
HE
LE
VELI
NG
BO
LTS
CO
UN
TER
-CLO
CK
WIS
E S
EVER
AL
CO
MP
LETE
TU
RN
S O
N E
AC
H IS
OLA
TO
R U
NT
IL T
HE
BLO
CKI
NG
ELE
ME
NT
CAN
BE R
EM
OVE
D B
Y P
RYI
NG
AP
ART
WIT
H A
SC
RE
W D
RIV
ER
. IT
WIL
L BE
NE
CES
SAR
Y T
O M
AKE
SEV
ERA
L CI
RC
UIT
S O
F TH
E IS
OLA
TORS
INO
RD
ER T
O U
NIF
OR
MLY
RA
ISE
THE
EQ
UIP
MEN
T.
DO
NO
T AT
TEM
PT
TO
PLA
CE
ALL
TH
E W
EIG
HT
ON
AN
Y O
NE
ISO
LATO
R, T
HIS
MAY
RES
ULT
IN D
AMAG
E TO
TH
E IS
OLA
TOR
.
WH
EN T
HE
EQ
UIP
MEN
T IS
LEV
EL
PER
TH
E E
QU
IPM
ENT
MA
NU
FAC
TUR
ER'S
TO
LER
ANC
E, T
IGH
TEN
TH
E V
ER
TIC
AL
RE
STR
AIN
ING
NU
TS F
ING
ER
TIG
HT
,TH
E B
ACK
OFF
ON
E F
ULL
TUR
N.
LOC
K T
HE
BO
LTS
WIT
H JA
M N
UTS
PR
OV
IDE
D.
(PVC
PIP
E)
ELE
MEN
T AF
TER
PRY
APA
RT B
LOCK
ING
LEV
ELIN
G
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P3.5-2
FHS Installation InstructionsDrawing # SS-960892 RELEASE DATE: 11/3/03
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
INST
ALL
ATI
ON
DR
AWIN
G
1. C
OO
RDI
NAT
E TH
E LO
CATI
ON
OF
EACH
ISO
LATO
R W
ITH
T
HE
APP
RO
PRIA
TE S
UBM
ITTA
L D
RAW
ING
.
3. A
LIG
N T
HE E
QUI
PMEN
T A
ND C
ENT
ER
TH
E IS
OLA
TOR
IS
OLA
TOR
HO
USI
NG
AN
CH
OR
BO
LT L
OC
ATIO
NS.
6. I
NSTA
LL A
NCH
OR
NU
TS T
O F
IRM
LY A
TTA
CH T
HE
FHS
H
OU
SIN
G T
O T
HE F
LOO
R O
R H
OUS
EKEE
PIN
G P
AD.
8. A
DJU
ST T
HE
ISO
LATO
R B
Y TU
RNIN
G T
HE
LEVE
LING
NU
T C
CW
UN
TIL
THE
FHS
HO
USIN
G T
OP
PLA
TE IS
CEN
TER
ED B
ETW
EEN
T
HE R
UBB
ER
SN
UBB
ING
PAD
S O
N T
HE
LEV
ELI
NG S
CR
EW.
O
F TH
E R
EMAI
NIN
G IS
OLA
TORS
.
7. L
OO
SELY
BO
LT E
QU
IPM
ENT
TO T
HE
ISO
LATO
R U
SING
TH
E
ATT
ACH
ME
NT
BOLT
.
9. T
IGH
TEN
TH
E A
DJU
STM
ENT
BOLT
, TH
US
BO
LTIN
G
TH
E S
PRIN
G T
O T
HE
SU
PPO
RTE
D E
QU
IPM
ENT
AND
L
OC
KIN
G T
HE
LEVE
LIN
G B
OLT
AG
AIN
ST T
UR
NIN
G10
. DO
NO
T AT
TEM
PT
TO M
OV
E TH
E IS
OLA
TOR
S LA
TER
ALLY
W
ITH
THE
WEI
GHT
OF
THE
EQ
UIP
ME
NT O
N T
HEM
. IF
IT
IS N
ECE
SSAR
Y TO
MO
VE T
HE
EQ
UIP
MEN
T, R
EMO
VE T
HE
W
EIG
HT
FRO
M T
HE IS
OLA
TOR
S BY
RA
ISIN
G T
HE
E
QU
IPM
EN
T BE
FORE
MO
VING
.
INS
TALL
ATIO
N IN
STR
UC
TIO
NS
FOR
TYP
E FH
S K
INE
TIC
S SP
RIN
G IS
OLA
TIO
N M
OU
NT
ATT
ACH
MEN
T B
OLT
WA
SHER
S
EQ
UIP
MEN
T B
RAC
KET
LEV
ELIN
G N
UT
TO
P LO
AD
CAP
FHS
HO
US
ING
2. R
EMO
VE
THE
ATTA
CH
MEN
T BO
LT A
ND
ON
E W
ASH
ER F
RO
M
TH
E TO
P O
F TH
E LE
VELI
NG
NU
T. IN
SER
T IT
INTO
T
HE
EQ
UIP
MEN
T BR
ACK
ET (I
T IS
NO
T N
ECE
SSA
RY
T
O IN
STA
LL T
HE
SPR
ING
AT
THIS
PO
INT)
W
ITH
AP
PRO
XIM
ATE
LY T
HE
DES
IRE
D F
LOO
R C
LEA
RAN
CE.
5. L
OC
ATE
TH
E S
PRIN
GS
AN
D L
OW
ER
TH
E E
QU
IPM
ENT.
NO
TE
TH
E IS
OLA
TOR
AN
CH
OR
S IN
THE
FLO
OR
.4.
RAI
SE
THE
EQU
IPM
EN
T O
R EQ
UIP
MEN
T B
ASE
AND
INS
TALL
(T
AKE
CAR
E NO
T TO
PU
SH T
HE
EQ
UIP
ME
NT S
IDEW
AYS.
)
IN
A S
IMIL
AR
MAN
NER
, CO
NTI
NU
E W
ITH
TH
E A
DJU
STM
ENT
RU
BBE
R S
NU
BB
ING
PAD
S