floor/curb (hard) mounted seismic brackets general ...kineticsnoise.com/seismic/design/product...
TRANSCRIPT
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
PAGE:
P1.0
TABLE OF CONTENTS (Chapter P1)FLOOR/CURB SEISMIC MOUNTING BRACKETS RELEASE DATE: 6/09/04
TABLE OF CONTENTS
FLOOR/CURB (HARD) MOUNTED SEISMIC BRACKETS
General Description P1.1
Submittal Data
Floor Mounted Equipment P1.2
KSMS Mounting Clips (Equipment Attachment) P1.2.1
KSMG Mounting Clips (Equipment Attachment) P1.2.2
KSMS & KSMG Locating Guide P1.2.3
Curb Mounted Equipment P1.3
KSMF Mounting Kits (Mushroom Fans, Louvers, and etc.) P1.3.1
KSCM-1 Mounting Kits (Equipment to Curb Attachment) P1.3.2
KSCM-2 Mounting Kits (Equipment to Curb Attachment) P1.3.3
KSCV Seismic & Wind Vertical Restraint Kit P1.3.4
KSVR Seismic Curb Wall Vertical Reinforcement Kit P1.3.5
Selection Information P1.4
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:
P1.2.1
KSMS SEISMIC EQUIPMENT BRACKETPAGE 1 OF 3 - DRAWING: S-88.071-2A RELEASE DATE: 5/13/04
8
VERT. LOAD X 1000 (LBS)
HO
RIZ
. LO
AD X
100
0 (L
BS)
7 6 5 4 3 2 1 012
3
10
42
3
4
5
65
7
11 10 96
ATTA
CH
ED T
O C
ON
CR
ETE
HO
RIZ
. LO
AD X
100
0 (L
BS)
ATTA
CH
ED T
O C
ON
CR
ETE
HO
RIZ
. LO
AD X
100
0 (L
BS)
0
3
VERT. LOAD X 1000 (LBS)
2 1 07 6 5 4
123
4
12
5
43
6
567 0123
VERT. LOAD X 1000 (LBS)
76
5
4
22
3 10
34
4
75
6
ATTA
CH
ED T
O S
TEEL
MO
DEL
KSM
S-1
A (in.)
2.00
T (in.)
E (in.)
ØD
(in.)
L (in.)
KSM
S-2
KSM
S-3
KSM
S-4
KSM
S-5
KSM
S-6
4.25
0.25
0.38
0.31
0.44
0.56
0.38
5.75
2.50
0.56
0.75
0.50
7.00
3.00
0.69
0.94
0.63
9.50
4.00
0.81
1.13
0.75
12.0
05.
001.
061.
501.
0010
.00
6.00
UN
DER
CU
T AN
CH
OR
SW
EDG
E TY
PE A
NC
HO
RS
ATTA
CH
TH
ISSU
RFA
CE
TOSU
PPO
RT
STR
UC
TUR
E.
ATTA
CH
EQ
UIP
MEN
TTO
TH
IS S
UR
FAC
E.
A/2
3XØ
DE
E
L/2
L
A/2
T
A
A
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:
P1.2.1
KSMS SEISMIC EQUIPMENT BRACKETPAGE 2 OF 3 – DRAWING: S-88.071-2B RELEASE DATE: 5/13/04
KSM
S-6
KSM
S-5
KSM
S-4
KSM
S-3
0.25
6.00
0.25
5.00
0.25
4.00
0.25
2.75
KSM
S-2
KSM
S-1
MO
DEL
0.13
OR
0.2
52.
001.
00Lw (in.)
0.13
OR
0.2
5
H (in.)
VIEW
S O
N T
HIS
DR
AW
ING
AR
E IN
TEN
DED
TO
SH
OW
TH
E VA
RIO
US
ATTA
CH
MEN
T O
PTIO
NS
TO T
HE
EQU
IPM
ENT
& ST
RU
CTU
RE.
TH
EYM
AY B
E U
SED
IN O
THE
R C
OM
BIN
ATIO
NS
THAN
TH
OSE
SH
OW
N.
Lw TYP
3 PL
C.S
ATTA
CH
MEN
T H
ARD
WAR
EBY
KIN
ETIC
S. (S
TRU
CTU
RAL
WAS
HER
BY
OTH
ERS
IFR
EQU
IRED
.)
KSM
S KN
CSE
ISM
IC E
QU
IP.
BRAC
KET
BYKI
NET
ICS.
EQU
IPM
ENT
STR
UC
TUR
ALST
EEL
BYO
THER
S
TYP
OPT
ION
AL E
QU
IPM
ENT
& ST
RU
CTU
RE
ATTA
CH
MEN
T BY
WEL
D
H
CO
NC
RET
E AN
CH
OR
BY K
INET
ICS
CO
NC
RET
E S
TRU
CTU
RE
BY O
THER
S
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:
P1.2.1
KSMS SEISMIC EQUIPMENT BRACKETPAGE 3 OF 3 – DRAWING: S-88.071-2C RELEASE DATE: 5/13/04
KS
MS
BR
AC
KE
T I
NS
TA
LLA
TIO
N I
NS
TR
UC
TIO
NS
:1.
) LO
CAT
E AN
D S
ET E
QU
IPM
ENT
PER
TH
E M
ECH
ANIC
AL D
RA
WIN
GS,
OR
PER
TH
E IN
STR
UC
TIO
NS
OF
THE
D
ESIG
N P
RO
FES
SIO
NAL
OF
REC
OR
D.
2.) T
HE
KSM
S BR
ACKE
TS A
RE
THEN
PO
SITI
ON
ED A
GAI
NST
TH
E LO
NG
SID
ES O
F TH
E EQ
UIP
MEN
T PE
R T
HE
T
HE
INST
RU
CTI
ON
S G
IVEN
IN D
RAW
ING
S S-
88.0
71-1
A AN
D S
-88.
071-
1B, A
ND
TH
E "K
INET
ICS
SEIS
MIC
C
ERTI
FIC
ATIO
N".
THE
EQ
UIP
MEN
T M
OU
NTI
NG
SU
RFA
CE
OF
THE
KSM
S BR
ACKE
T M
UST
BE
ENTI
REL
Y O
N
TH
E EQ
UIP
MEN
T AS
SH
OW
N IN
DR
AWIN
G S
-88.
071-
2B.
3.) T
HE
DIM
EN
SIO
NS
(A) A
ND
(B) G
IVEN
IN T
HE
"KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N" A
RE
APPR
OXI
MAT
E.
HO
LES
IN T
HE
BUIL
DIN
G S
TRU
CTU
RE
SHO
ULD
BE
DR
ILLE
D O
NLY
AFT
ER T
HE
KSM
S BR
ACKE
TS H
AVE
B
EEN
PO
SITI
ON
ED A
S D
ESC
RIB
ED IN
STE
P 2.
4.) I
F "B
ACKI
NG
" STE
EL M
UST
BE
ADD
ED T
O T
HE
EQU
IPM
ENT
TO M
OU
NT
AND
SU
PPO
RT
THE
KSM
S BR
ACKE
T
IT
MU
ST H
AVE
A TH
ICKN
ESS
AT
LEAS
T AS
GR
EAT
AS T
HE
KSM
S B
RAC
KET
BEIN
G U
SED
TO
MO
UN
T
ATT
ACH
TH
E EQ
UIP
MEN
T TO
TH
E BU
ILD
ING
STR
UC
TUR
E.5.
) IF
USI
NG
TH
E BO
LTS
OR
AN
CH
OR
S TO
ATT
ACH
TH
E KS
MS
BRAC
KET
TO
TH
E BU
ILD
ING
STR
UC
TUR
E,
LO
CA
TE, M
ARK,
AN
D D
RIL
L TH
E AP
PRO
PRIA
TE H
OLE
S IN
TH
E ST
RU
CTU
RE
BEFO
RE
PER
MAN
ENTL
Y
ATT
ACH
ING
TH
E BR
ACKE
T TO
TH
E EQ
UIP
MEN
T.6.
) IF
USI
NG
BO
LTS
TO P
ERM
ANEN
TLY
ATTA
CH
TH
E KS
MS
BRAC
KET
TO T
HE
EQU
IPM
ENT,
LO
CAT
E, M
ARK
A
ND
DR
ILL
THE
APPR
OPR
IATE
HO
LES
IN T
HE
EQU
IPM
ENT.
TH
E KS
MS
BRAC
KET
MO
UN
TIN
G S
UR
FAC
E M
UST
B
E EN
TIR
ELY
ON
TH
E EQ
UIP
ME
NT
AS S
HO
WN
IN D
RAW
ING
S-8
8.07
1-2B
.7.
) REP
OS
ITIO
N T
HE
KSM
S BR
ACKE
TS, A
ND
MAK
E TH
E PE
RM
ANEN
T AT
TAC
HM
EN
TS T
O T
HE
EQU
IPM
ENT.
T
HIS
ATT
ACH
MEN
T M
AY B
E EI
THER
BY
USI
NG
TH
E BO
LTS,
NU
TS, A
ND
WAS
HER
S PR
OVI
DED
WIT
H T
HE
K
SMS
KITS
, OR
TH
E O
PTIO
NAL
WEL
DS
AS S
HO
WN
IN D
RAW
ING
S-8
8.07
1-2B
.8.
) IN
STAL
L TH
E C
ON
CR
ETE
ANC
HO
RS
OR
BO
LTS
IN T
HE
RES
PEC
TIVE
HO
LES
THAT
HAV
E BE
EN D
RIL
LED
IN
STR
UC
TUR
E.9.
) TH
E KS
MS
BR
ACKE
T M
AY B
E W
ELD
ED T
O T
HE
STR
UC
TUR
E U
SIN
G T
HE
WEL
D S
IZE
& LE
NG
TH G
IVEN
I
N D
RAW
ING
S-8
8.07
1-2B
FO
R T
HE
OPT
ION
AL W
ELD
ATT
ACH
MEN
T TO
TH
E EQ
UIP
MEN
T.
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:
P1.2.2
KSMF-1 KNC SEISMIC "MUSHROOM" FAN BRACKETDRAWING # S-88.071-17A RELEASE DATE: 10/31/03
VERT. LOAD X 100 (LBS)
NO
TE
: 1.)
LO
CA
TIN
G D
IME
NS
ION
S A
RE
AP
PR
OX
.
PIL
OT
HO
LES
MA
Y B
E P
RE
-DR
ILLE
D
US
ING
A N
o. 2
2 D
RIL
L.
2.)
FA
ST
EN
ER
S T
O B
E L
OC
ATE
D W
ITH
B
RA
CK
ET
ON
CU
RB
.R
EF
ER
EN
CE
DW
G.S
: 88.
071-
17, S
-88.
071-
17B
, S-8
8.07
1-17
C, A
ND
S-8
8.07
1-17
D
#10-
16 X
0.6
3 S
ELF
DR
ILLI
NG
SH
EE
T M
ET
AL
SC
RE
WS
BY
KIN
ET
ICS
TH
RE
E (
3) R
EQ
.'DP
ER
CLI
P
#10-
16 X
1.5
SE
LF D
RIL
LIN
GS
HE
ET
ME
TA
L S
CR
EW
S B
Y K
INE
TIC
ST
WO
(2)
RE
Q.'D
PE
R C
LIP
5678910 01234
01
23
46
78
910
5H
OR
IZ. L
OA
D X
100
(LB
S)
BR
AC
KE
T A
TTA
CH
ME
NT
CA
PA
CIT
Y
FA
NH
OU
SIN
GT
HIC
KN
ES
S
1.50
2.38
0.75
~0.5
6
1.50
3.00
1.13
TY
P
0.56
TY
P
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:
P1.2.3
KSMS & KSMG LOCATING GUIDEPAGE 1 OF 2 – DRAWING: S-88.071-1A RELEASE DATE: 5/13/04
W
5
6
7
8
A/((N
/2)-1
)N
=NO
. OF
KNC
SEIS
MIC
CLI
PS
A/3
A/2
AA
A/2
L/2
L
B
B/2
W/2
12
34
43
21
43
21
5
6
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:
P1.2.3
KSMS & KSMG LOCATING GUIDEPAGE 2 OF 2 – DRAWING: S-88.071-1B RELEASE DATE: 5/13/04
13
24
ATTA
CH
ME
NT
POIN
T
CG
B/2
A/2
Ex
Ey
KS
MS
& K
SM
G B
RA
CK
ET
LO
CA
TIN
G I
NS
TR
UC
TIO
NS
:
1.) S
HO
WN
AT
THE
RIG
HT
IS A
CO
PY O
F TH
E FI
GU
RE
THA
T AP
PEAR
S IN
TH
E
TO
P LE
FT H
AND
QU
ADR
ANT
OF
THE
"KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N"
F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
TO B
E M
OU
NTE
D. T
HE
POIN
TS 1
, 2, 3
,
AN
D 4
IND
ICAT
E TH
E C
OR
NER
ATT
AC
HM
ENT
BRAC
KETS
. TH
EY A
RE
L
OC
ATED
OFF
OF
THE
GEO
MET
RIC
CEN
TER
LIN
ES F
OR
TH
E
EQ
UIP
MEN
T.2.
) TYP
ICAL
LY (A
) IS
THE
LOC
ATIN
G D
IMEN
SIO
N A
LON
G T
HE
LEN
GTH
O
F TH
E EQ
UIP
MEN
T, A
ND
(B) I
S TH
E LO
CAT
ING
DIM
EN
SIO
N
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T.3.
) TH
E C
.G. L
OC
ATIO
N F
OR
TH
E E
QU
IPM
ENT
IS L
OC
ATED
OFF
OF
THE
G
EOM
ETR
IC C
ENTE
R O
F TH
E EQ
UIP
MEN
T BY
(Ex)
ALO
NG
TH
E LE
NG
TH
OF
THE
EQ
UIP
MEN
T, A
ND
(Ey)
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T.4.
) DR
AWIN
G S
-88.
071-
1A S
HO
WS
THR
EE P
LAN
VIE
WS
OF
A TY
PIC
AL A
IR H
AND
LIN
G U
NIT
CAB
INET
. TH
EY
CO
ULD
ALS
O R
EPR
ESEN
T TY
PIC
AL P
UM
P BA
SES,
FAN
BAS
ES, O
R F
AN H
OU
SIN
GS.
IN T
HES
E FI
GU
RES
, (L)
I
S TH
E LE
NG
TH O
F TH
E PI
ECE
OF
EQU
IPM
ENT.
TH
E D
IMEN
SIO
N (A
) IS
THE
DIS
TAN
CE
BETW
EEN
A
TTAC
HM
ENT
POIN
TS 1
& 3
AN
D 2
& 4
. EAC
H O
F TH
ESE
POIN
TS IS
A D
ISTA
NC
E (A
/2) O
FF O
F TH
E C
ENTE
R
OF
THE
EQ
UIP
MEN
T. T
HE
DIM
ENSI
ON
(B) I
S TH
E D
ISTA
NC
E BE
WEE
N A
TTAC
HM
ENT
POIN
TS 1
& 2
AN
D 3
& 4
.
EAC
H O
F TH
ESE
POIN
TS IS
A D
ISTA
NC
E (B
/2) O
FF O
F TH
E C
ENTE
R O
F TH
E EQ
UIP
MEN
T.5.
) IF
THE
"KIN
ETIC
S S
EISM
IC C
ERTI
FIC
ATIO
N" I
ND
ICAT
ES T
HAT
MO
RE
THAN
FO
UR
ATT
ACH
ME
NT
POIN
TS A
RE
R
EQU
IRED
FO
R A
PIE
CE
OF
EQU
IPM
ENT,
TH
ERE
WIL
L AL
WAY
S BE
AN
EVE
N N
UM
BER
OF
ATTA
CH
MEN
T
PO
INTS
. HAL
F O
F TH
E AT
TAC
HM
EN
T PO
INTS
WIL
L BE
ON
ON
E LO
NG
SID
E O
F TH
E EQ
UIP
MEN
T, A
ND
HAL
F
WIL
L BE
ON
TH
E O
THER
LO
NG
SID
E O
F TH
E EQ
UIP
MEN
T.6.
) TH
E AD
DIT
ION
AL A
TTAC
HM
ENT
POIN
TS W
ILL
BE E
QU
ALLY
SPA
CED
BET
WEE
N A
TTAC
HM
ENT
POIN
TS 1
& 3
A
ND
2 &
4.
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:
P1.3.1
KSMF MOUNTING KIT (MUSHROOM FANS, LOUVERS, AND ETC.)PAGE 1 OF 4 – DRAWING: S-88.071-17A RELEASE DATE: 5/13/04
VERT. LOAD X 100 (LBS)
NO
TE: 1
.) LO
CAT
ING
DIM
ENSI
ON
S AR
E AP
PRO
X.
PIL
OT
HO
LES
MAY
BE
PRE-
DR
ILLE
D
USI
NG
A N
o. 2
2 D
RIL
L.
2.)
FAST
ENER
S TO
BE
LOC
ATED
WIT
H
BR
ACKE
T O
N C
UR
B.
#10-
16 X
0.6
3 S
ELF
DR
ILLI
NG
SHEE
T M
ETAL
SC
REW
S BY
KIN
ETIC
STH
REE
(3) R
EQ.'D
PER
CLI
P
#10-
16 X
1.5
SEL
F D
RIL
LIN
GSH
EET
MET
AL S
CR
EWS
BY K
INET
ICS
TWO
(2) R
EQ.'D
PER
CLI
P
5678910 01234
1.50
0.56
TYP
2.38
1.13
TYP
1.50
3.00
~0.5
60.
75
FAN
HO
USI
NG
THIC
KNES
S
01
23
46
78
910
5H
OR
IZ. L
OAD
X 1
00 (L
BS)
BRAC
KET
ATTA
CH
MEN
T C
APAC
ITY
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:
P1.3.1
KSMF MOUNTING KIT (MUSHROOM FANS, LOUVERS, AND ETC.)PAGE 2 OF 4 – DRAWING: S-88.071-17B RELEASE DATE: 5/13/04
A/2A
~2.25TYP
42
31
B/2
B
0.75TYP
0.75 TYP
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:
P1.3.1
KSMF MOUNTING KIT (MUSHROOM FANS, LOUVERS, AND ETC.)PAGE 3 OF 4 – DRAWING: S-88.071-17C RELEASE DATE: 5/13/04
2 X
2 W
OO
D N
AILE
RBY
OTH
ERS
NO
TE: 1
.) LO
CAT
ING
DIM
ENSI
ON
S AR
E AP
PRO
X.
PIL
OT
HO
LES
MAY
BE
PRE-
DR
ILLE
D
USI
NG
A N
o. 2
2 D
RIL
L.
2.
) FAS
TEN
ERS
TO B
E LO
CAT
ED W
ITH
B
RAC
KET
ON
CU
RB.
(1.5
0)0.
75
(16)
(GA.
)1.
13TY
P
1.50
(2.3
8)0.
25
0.56
TYP
(3.0
0)
0.75
TYP
MAY
REQ
UIR
E A
PILO
T H
OLE
No.
22
DR
ILL
X 1.
25 D
EEP
PREF
ERED
INST
ALLA
TIO
NO
PTIO
NAL
INST
ALLA
TIO
N
18 G
A. G
ALVA
NIZ
EDST
EEL
CU
RB
WIT
HFU
LLY
WEL
DED
CO
RN
ERS
BY O
THER
S.
KSM
F-1
KNC
SEIS
MIC
FAN
CLI
PN
o. 1
0 X
0.63
"TEK
" SC
REW
BY K
INET
ICS.
3 PE
R K
IT
No.
10
X 2.
50"T
EK" S
CR
EWBY
KIN
ETIC
S.2
PER
KIT
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:
P1.3.1
KSMF MOUNTING KIT (MUSHROOM FANS, LOUVERS, AND ETC.)PAGE 4 OF 4 – DRAWING: S-88.071-17D RELEASE DATE: 5/13/04
KS
MF-
1 "M
US
HR
OO
M"
FAN
BR
AC
KE
T I
NS
TR
UC
TIO
NS
:1.
) SH
OW
N A
T TH
E R
IGH
T IS
A C
OPY
OF
THE
FIG
UR
E TH
AT A
PPEA
RS
IN T
HE
T
OP
LEFT
HAN
D Q
UAD
RAN
T O
F TH
E "K
INET
ICS
SEIS
MIC
CER
TIFI
CAT
ION
"
FO
R T
HE
PIEC
E O
F EQ
UIP
MEN
T TO
BE
MO
UN
TED
. TH
E PO
INTS
1, 2
, 3,
A
ND
4 IN
DIC
ATE
THE
CO
RN
ER A
TTA
CH
ME
NT
BR
ACK
ETS.
TH
EY A
RE
L
OC
ATED
OFF
OF
THE
GEO
MET
RIC
CEN
TER
LIN
ES F
OR
TH
E
EQ
UIP
MEN
T.2.
) TYP
ICA
LLY
(A) I
S TH
E LO
CAT
ING
DIM
ENSI
ON
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (B
) IS
THE
LOC
ATIN
G D
IMEN
SIO
N
AC
RO
SS
THE
WID
TH O
F TH
E EQ
UIP
MEN
T. T
HE
SE D
IME
NSI
ON
S, A
S
APP
LIED
, TO
"MU
SHR
OO
M" F
ANS
AR
E D
EFIN
ED
IN S
-88.
071-
17B.
3.) T
HE
C.G
. LO
CAT
ION
FO
R T
HE
EQ
UIP
MEN
T IS
LO
CAT
ED
OFF
OF
THE
G
EOM
ETR
IC C
EN
TER
OF
THE
EQU
IPM
ENT
BY
(Ex)
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (E
y) A
CR
OSS
TH
E W
IDTH
OF
THE
EQU
IPM
ENT.
4.) L
OC
ATE
THE
KSM
F-1
BR
ACKE
TS O
N T
HE
FAN
CU
RB
AS S
HO
WN
IN S
-88.
071-
17B,
AN
D
IN
STA
LL (3
) No.
10
X 0.
63 S
ELF-
DR
ILLI
NG
TEK
SC
REW
S P
ER B
RAC
KET
AS
SHO
WN
IN S
-88.
071-
17C
. TH
ESE
TEK
S
CR
EWS
ARE
TO H
OLD
TH
E BR
ACKE
T IN
PLA
CE
WH
ILE
THE
FAN
IS B
EIN
G S
ET.
5.) I
NS
TALL
WEA
THER
STR
IPPI
NG
( BY
OTH
ERS
) OVE
R T
HE
TOP
OF
THE
CU
RB
& KS
MF-
1 BR
ACKE
TS.
6.) C
AREF
ULL
Y M
EASU
RE
THE
MO
UN
TIN
G F
LAN
GE
OF
THE
FAN
AN
D T
HE
TOP
OF
THE
CU
RB
WIT
H T
HE
KSM
F-1
B
RAC
KETS
PR
OPE
RLY
LO
CAT
ED
. MAR
K TH
E BR
ACKE
T LO
CAT
ION
S A
ND
APP
RO
XIM
ATE
LOC
ATIO
NS
FOR
(
2) N
o. 1
0 X
2.50
TEK
SC
RE
WS
ON
TH
E TO
P O
F TH
E FA
N F
LAN
GE.
7.) S
ET T
HE
FAN
ON
TH
E C
UR
B AN
D A
DJU
ST
ITS
POSI
TIO
N S
O T
HAT
TH
E LO
CAT
ION
S M
ARKE
D IN
STE
P 5.
) LIN
E
UP
WIT
H T
HE
KSM
F-1
BRA
CKE
TS O
N T
HE
CU
RB.
8.) I
NS
TALL
(2) N
o. 1
0 X
2.50
SEL
F -D
RIL
LIN
G T
EK
SCR
EWS
PER
KSM
F-1
BRAC
KET
AS
SHO
WN
IN S
-88.
071-
17B
A
ND
S-8
8.07
1-C
. TH
E S
CR
EWS
MU
ST P
ASS
THR
OU
GH
TH
E B
RAC
KET,
CU
RB
NAI
LER
, AN
D C
UR
B SH
EET
M
ETA
L TO
BE
EFF
ECTI
VE.
9.) A
PPLI
ED C
AULK
ING
(BY
OTH
ERS)
TO
TH
E TO
PS O
F TH
E N
o. 1
0 X
2.50
TEK
SC
REW
S &
FAN
FLA
NG
E TO
S
EAL
THE
CU
RB.
13
24
ATTA
CH
MEN
T PO
INT
CG
B/2
A/2
Ex
Ey
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:
P1.3.2
KSCM-1 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 1 OF 5 – DRAWING: S-88.071-18A RELEASE DATE: 5/13/04
KNC
KSC
M-1
5.00
3.00
11 G
AGE
6.00
NO
TES:
1.) E
ACH
KSC
M-1
, KIN
ETIC
S SE
ISM
IC C
UR
B
ATT
ACH
MEN
T BR
ACKE
T, K
IT IS
APP
RO
X. E
QU
IVAL
ENT
TO
ON
E (1
) 1/4
-20
SAE
GR
ADE
2 BO
LT IN
SH
EAR
.H
OR
IZO
NTA
L R
ESTR
AIN
T C
APA
CIT
Y =
625
LBS.
2.) A
T LE
AST
ON
E (1
) KSC
M-1
KIT
IS R
EQU
IRED
F
OR
EAC
H S
IDE
OF
THE
CU
RB,
SEE
DR
AWIN
G S
-88.
071-
18B.
3.) A
TTAC
HM
ENT
TO T
HE
CU
RB
IS B
Y TH
REE
(3)
N
o. 1
2-14
X 2
.50
SELF
DR
ILLI
NG
TEK
SC
REW
S PE
R B
RAC
KET.
4.) A
TTAC
HM
ENT
TO E
QU
IPM
ENT
MAY
BE
BY W
ELD
O
R T
HR
EE (3
) No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
G
TEK
SC
REW
S SE
E D
RAW
ING
S-8
8.07
1-18
D D
ETAI
LS.
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:
P1.3.2
KSCM-1 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 2 OF 5 – DRAWING: S-88.071-18B RELEASE DATE: 5/13/04
NO
TES:
1.) K
SCM
-1 S
EISM
IC R
ESTR
AIN
T BR
ACKE
TS (N
o. 1
) TH
RU
(No.
4) A
RE
REQ
UIR
ED
FO
R E
ACH
CU
RB
INST
ALLA
TIO
N.
2.) A
DD
ITIO
NAL
KSC
M-1
RES
TRAI
NT
BRAC
KETS
MAY
BE
REQ
UIR
ED A
S IN
DIC
ATED
B
Y A
KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N.
3.) A
DD
ITIO
NAL
KSC
M-1
RES
TRAI
NT
BRAC
KETS
AR
E TO
BE
ADD
ED IN
PAI
RS
(
No.
5) &
(No.
6);
(No.
7) &
(No.
8);
(No.
9) &
(No.
10)
; AN
D (N
o. 1
1) &
(No.
12)
A
S SH
OW
N IN
TH
E FI
GU
RE
ABO
VE.
No.
5
No.
9
No.
7
SIDE B
No.
22.
0 TY
P~(
La/2
)-3.0
TYP
2.0
TYP
~(Lb
/2)-3
.0TY
P
Lb =
~B
La =
~A
No.
6
SIDE D
No.
10
No.
4
No.
8
No.
12
SID
E C No.
3
SID
E A
No.
1N
o. 1
1
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:
P1.3.2
KSCM-1 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 3 OF 5 – DRAWING: S-88.071-18C SHEET 1 RELEASE DATE: 5/13/04
KS
CM
-1 S
EIS
MIC
RE
ST
RA
INT
KIT
IN
ST
ALL
AT
ION
IN
ST
RU
CT
ION
S:
1.) S
HO
WN
AT
THE
RIG
HT
IS A
CO
PY O
F TH
E FI
GU
RE
THAT
APP
EAR
S IN
TH
E
TO
P LE
FT H
AND
QU
ADR
ANT
OF
THE
"KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N"
F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
TO B
E M
OU
NTE
D. T
HE
POIN
TS 1
, 2, 3
,
AN
D 4
IND
ICAT
E TH
E AP
PRO
X. P
OSI
TIO
NS
OF
THE
FIR
ST K
SCM
-1 K
ITS.
TH
EY
AR
E LO
CAT
ED O
FF O
F TH
E G
EOM
ETR
IC C
ENTE
R L
INES
FO
R T
HE
EQU
IPM
ENT.
2.) T
YPIC
ALLY
(A) I
S TH
E LO
CAT
ING
DIM
ENSI
ON
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (B
) IS
THE
LOC
ATIN
G D
IMEN
SIO
N
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T. T
HES
E D
IMEN
SIO
NS,
AS
A
PPLI
ED, T
O T
HE
KSC
M-1
KIT
S AR
E D
EFIN
ED IN
S-8
8.07
1-18
B.
A W
ILL
BE A
PPR
OX.
EQ
UAL
TO
La,
AN
D B
WIL
L BE
APP
RO
X. E
QU
AL T
O
Lb
AS S
HO
WN
IN S
-88.
071-
18B.
3.) T
HE
C.G
. LO
CAT
ION
FO
R T
HE
EQU
IPM
ENT
IS L
OC
ATED
OFF
OF
THE
G
EOM
ETR
IC C
ENTE
R O
F TH
E EQ
UIP
MEN
T BY
(Ex)
ALO
NG
TH
E LE
NG
TH
OF
THE
EQ
UIP
MEN
T, A
ND
(Ey)
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T.4.
) MEA
SUR
E AN
D M
ARK
THE
LOC
ATIO
NS
OF
THE
KSC
M-1
RES
TRAI
NT
KITS
ON
TH
E C
UR
B U
SIN
G S
-88.
071-
18B
A
S A
GU
IDE.
TH
ERE
MU
ST B
E AT
LEA
ST O
NE
KSC
M-1
KIT
FO
R E
ACH
SID
E O
F TH
E C
UR
B. W
HEN
LO
CAT
ED
AC
CO
RD
ING
TO
S-8
8.07
1-18
B, T
HE
KSC
M-1
SEI
SMIC
BR
ACKE
T KI
TS W
ILL
ALLO
W T
HE
OPT
IMU
M L
OAD
D
ISTR
IBU
TIO
N IN
ALL
SID
ES O
F TH
E C
UR
B.5.
) DEP
END
ING
ON
TH
E C
ON
STR
UC
TIO
N O
F TH
E EQ
UIP
MEN
T TH
E KS
CM
-1 K
ITS
MAY
BE
INST
ALLE
D B
EFO
RE
O
R A
FTER
TH
E EQ
UIP
MEN
T IS
SET
IN P
LAC
E, S
EE S
-88.
071-
18D
FO
R E
XAM
PLES
. IN
SO
ME
C
ASES
, ON
E O
F TH
E KS
CM
-1 B
RAC
KETS
MU
ST B
E IN
STAL
LED
BEF
OR
E TH
E EQ
UIP
MEN
T IS
SET
IN P
LAC
E.
TH
E C
ON
STR
UC
TIO
N O
F TH
E EQ
UIP
MEN
T M
UST
BE
KNO
WN
AN
D S
TUD
IED
BEF
OR
E SE
TTIN
G T
HE
T
O E
NSU
RE
PRO
PER
INST
ALLA
TIO
N O
F TH
E KS
CM
-1 B
RAC
KETS
.6.
) ATT
ACH
MEN
T O
F TH
E KS
CM
-1 B
RAC
KET
TO T
HE
CU
RB
IS A
CC
OM
PLIS
HED
WIT
H T
HE
THR
EE (3
)
No.
12-
14 X
2.5
0 SE
LF-D
RIL
LIN
G T
EK S
CR
EWS.
TO B
E EF
FEC
TIVE
, TH
E TH
REA
DED
PO
RTI
ON
OF
THES
E S
CR
EWS
MU
ST P
ASS
TH
RO
UG
H T
HE
WO
OD
EN N
AIL
ER, A
ND
TH
E SH
EET
MET
AL
OF
THE
CUR
B S
IDE
WA
LL!
CO
NTI
NU
ED O
N S
-88.
071-
18C
SH
T 2.
13
24
ATTA
CH
MEN
T PO
INT
CG
B/2
A/2
Ey
Ex
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:
P1.3.2
KSCM-1 MOUNTING KIT (EQUIPMENT TO CURB)PAGE 4 OF 5 – DRAWING: S-88.071-18C SHEET 2 RELEASE DATE: 5/1304
KS
CM
-1 S
EIS
MIC
RE
ST
RA
INT
KIT
IN
ST
ALL
AT
ION
IN
ST
RU
CT
ION
S C
ON
T'D
:7.
) T
HE
EQU
IPM
ENT
ATTA
CH
MEN
T IS
MAD
E W
ITH
THR
EE (3
) No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
G T
EK S
CR
EWS.
OPT
ION
AL A
TTAC
HM
ENT
IS M
ADE
BYTH
REE
(3) 1
/8 X
1.0
WEL
DS.
SEE
S-8
8.07
1-18
D F
OR
DET
AILE
D E
XAM
PLES
.8.
) S
EAL
ALL
EQU
IPM
ENT
PEN
ETR
ATIO
NS
WIT
H A
GO
OD
RTV
CAU
LKIN
G C
OM
POU
ND
, BY
OTH
ERS.
9.)
WA
RN
ING
: WH
EN A
TTAC
HIN
G T
O E
QU
IPM
EN
T U
SIN
G S
ELF
DR
ILLI
NG
TEK
SC
REW
S, B
E SU
RE
THAT
ELE
CTR
ICAL
& C
ON
TRO
L W
IRES
& C
ON
DU
ITS,
AN
D F
LUID
S H
OSE
S AR
E N
OT
IN T
HE
PATH
S O
F TH
E
T
EK S
CR
EWS!
10.)
CA
UTI
ON
: DO
NO
T BL
OC
K EQ
UIP
MEN
T AC
CES
S &
MAI
NTE
NAN
CE
DO
OR
S W
ITH
KSC
M-1
BR
ACKE
TS!
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:
P1.3.2
KSCM-1 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 5 OF 5 – DRAWING: S-88.071-18D RELEASE DATE: 5/13/04
2.00
TYP
2.00
TYP
1.00
TYP
1.00
TYP
0.50
TYP 1.00
TYP
0.50
TYP
2.00
TYP
2.00
TYP
1.00
TYP
0.81
TYP
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP 2.
00TY
P
1.00
TYP
0.81
TYP
1/8
3
PLC
.S P
ER
BRK
T
EQU
IPM
ENT
KSC
M-1
SEI
SMIC
RES
TRAI
NT
BRAC
KET
BY K
INET
ICS.
WEA
THER
SEA
L BY
OTH
ERS.
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 S
ELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.R
OO
F C
UR
BBY
OTH
ERS.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
ADE
WIT
H A
No.
13
(Ø0.
185)
DR
ILL.
2.) K
SCM
-1 S
EIS
MIC
RES
TRAI
NT
BR
ACKE
T M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
ADE
WIT
H A
No.
13
(Ø0.
185)
DR
ILL.
2.) K
SCM
-1 S
EIS
MIC
RES
TRAI
NT
BR
ACKE
T M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
EQU
IPM
ENT
RO
OF
CU
RB
BY O
THER
S.
KSC
M-1
SEI
SMIC
RES
TRAI
NT
BRAC
KET
BY K
INET
ICS.
1/8
3
PLC
.S P
ER
BRK
T
TRIM
EXC
ESS
FRO
MKS
CM
-1 S
EISM
ICBR
ACKE
T.
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 S
ELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
ADE
WIT
H A
No.
13
(Ø0.
185)
DR
ILL.
2.) K
SCM
-1 S
EIS
MIC
RES
TRAI
NT
BR
ACKE
T M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
WEA
THER
SEA
LBY
OTH
ERS.
1/8
3
PLC
.S P
ER
BRK
T
EQU
IPM
ENT
RO
OF
CU
RB
BY O
THER
S.
KSC
M-1
SEI
SMIC
RES
TRAI
NT
BRAC
KET
BY K
INET
ICS.
WEA
THER
SEA
LBY
OTH
ERS.
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 S
ELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.C
UR
B C
ON
NEC
TIO
N U
SIN
GTH
REE
(3) N
o. 1
2-14
X 2
.5SE
LF D
RIL
LIN
G T
EK S
CR
EWS
BY K
INET
ICS.
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 1 OF 6 – DRAWING: S-88.071-19A RELEASE DATE: 5/13/04
BRAC
KET
#2
KNC
KSC
M-2
#2
4.00
11G
AGE6.
006.
00
2.00
3.00
11G
AGE
6.00
NO
TES:
1.) E
ACH
KSC
M-2
, KIN
ETIC
S SE
ISM
IC C
UR
B
ATT
ACH
MEN
T BR
ACKE
T, K
IT IS
APP
RO
X. E
QU
IVAL
ENT
TO
ON
E (1
) 1/4
-20
SAE
GR
ADE
2 BO
LT IN
SH
EAR
.H
OR
IZO
NTA
L R
ESTR
AIN
T C
APA
CIT
Y =
625
LBS.
2.) E
ACH
KSC
M-2
KIT
CO
NTA
INS
TWO
(2) "
L" S
HAP
ED
BR
ACKE
TS O
F D
IFFE
REN
T SI
ZE A
S SH
OW
N A
BOVE
.3.
) AT
LEAS
T O
NE
(1) K
SCM
-2 K
IT IS
REQ
UIR
ED F
OR
EAC
H
SID
E O
F TH
E C
UR
B, S
EE D
RAW
ING
S-8
8.07
1-19
B.4.
) ATT
ACH
MEN
T TO
TH
E C
UR
B IS
BY
THR
EE (3
)
No.
12-
14 X
2.5
0 SE
LF D
RIL
LIN
G T
EK S
CR
EWS
PER
BR
ACKE
T.5.
) ATT
ACH
MEN
T O
F O
NE
BRAC
KET
TO T
HE
OTH
ER M
AY B
E BY
W
ELD
OR
TH
REE
(3) N
o. 1
2-14
X 0
.75
SELF
DR
ILLI
NG
TEK
SC
REW
S.6.
) ATT
ACH
MEN
T TO
EQ
UIP
MEN
T M
AY B
E BY
WEL
D
OR
TH
REE
(3) N
o. 1
2-14
X 0
.75
SELF
DR
ILLI
NG
T
EK S
CR
EWS
SEE
DR
AWIN
GS
S-88
.071
-19D
& S
-88.
071-
19E
FOR
DET
AILS
.
KNC
KSC
M-2
#1
BRAC
KET
#1
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 2 OF 6 – DRAWING: S-88.071-19B RELEASE DATE: 5/13/04
No.
2N
o. 5
No.
9
2.0
TYP
~(La
/2)-3
.0TY
P
2.0
TYP
~(Lb
/2)-3
.0TY
PLa
=~A
Lb=~
B
NO
TES:
1.) K
SCM
-2 S
EISM
IC R
ESTR
AIN
T BR
KT. K
ITS
(No.
1) T
HR
U (N
o. 4
) AR
E R
EQU
IRED
F
OR
EAC
H C
UR
B IN
STAL
LATI
ON
.2.
) AD
DIT
ION
AL K
SCM
-2 R
ESTR
AIN
T BR
KT. K
ITS
MAY
BE
REQ
UIR
ED A
S IN
DIC
ATED
B
Y A
KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N.
3.) A
DD
ITIO
NAL
KSC
M-2
RES
TRAI
NT
BRKT
. KIT
S AR
E TO
BE
ADD
ED IN
PAI
RS
(
No.
5) &
(No.
6);
(No.
7) &
(No.
8);
(No.
9) &
(No.
10)
; AN
D (N
o. 1
1) &
(No.
12)
A
S SH
OW
N IN
TH
E FI
GU
RE
ABO
VE.
SIDE D
No.
6
No.
4
No.
10
No.
8
SIDE B
No.
12
No.
3
SID
E C
No.
7
No.
11
SID
E A
No.
1
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 3 OF 6 – DRAWING: S-88.071-19C SHEET 1 RELEASE DATE: 5/13/04
KS
CM
-2 S
EIS
MIC
RE
ST
RA
INT
KIT
IN
ST
ALL
AT
ION
IN
ST
RU
CT
ION
S:
1.) S
HO
WN
AT
THE
RIG
HT
IS A
CO
PY O
F TH
E FI
GU
RE
THAT
APP
EAR
S IN
TH
E
TO
P LE
FT H
AND
QU
ADR
ANT
OF
THE
"KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N"
F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
TO B
E M
OU
NTE
D. T
HE
POIN
TS 1
, 2, 3
,
AN
D 4
IND
ICAT
E TH
E AP
PRO
X. P
OSI
TIO
NS
OF
THE
FIR
ST K
SCM
-2 K
ITS.
TH
EY
AR
E LO
CAT
ED O
FF O
F TH
E G
EOM
ETR
IC C
ENTE
R L
INES
FO
R T
HE
EQU
IPM
ENT.
2.) T
YPIC
ALLY
(A) I
S TH
E LO
CAT
ING
DIM
ENSI
ON
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (B
) IS
THE
LOC
ATIN
G D
IMEN
SIO
N
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T. T
HES
E D
IMEN
SIO
NS,
AS
A
PPLI
ED, T
O T
HE
KSC
M-2
KIT
S AR
E D
EFIN
ED IN
S-8
8.07
1-19
B.
A W
ILL
BE A
PPR
OX.
EQ
UAL
TO
La,
AN
D B
WIL
L BE
APP
RO
X. E
QU
AL T
O
Lb
AS S
HO
WN
IN S
-88.
071-
19B.
3.) T
HE
C.G
. LO
CAT
ION
FO
R T
HE
EQU
IPM
ENT
IS L
OC
ATED
OFF
OF
THE
G
EOM
ETR
IC C
ENTE
R O
F TH
E EQ
UIP
MEN
T BY
(Ex)
ALO
NG
TH
E LE
NG
TH
OF
THE
EQ
UIP
MEN
T, A
ND
(Ey)
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T.4.
) MEA
SUR
E AN
D M
ARK
THE
LOC
ATIO
NS
OF
THE
KSC
M-2
RES
TRAI
NT
KITS
ON
TH
E C
UR
B U
SIN
G S
-88.
071-
19B
A
S A
GU
IDE.
TH
ERE
MU
ST B
E AT
LEA
ST O
NE
KSC
M-2
KIT
FO
R E
ACH
SID
E O
F TH
E C
UR
B. W
HEN
LO
CAT
ED
AC
CO
RD
ING
TO
S-8
8.07
1-19
B, T
HE
KSC
M-2
SEI
SMIC
BR
ACKE
T KI
TS W
ILL
ALLO
W T
HE
OPT
IMU
M L
OAD
D
ISTR
IBU
TIO
N IN
ALL
SID
ES O
F TH
E C
UR
B.5.
) DEP
END
ING
ON
TH
E C
ON
STR
UC
TIO
N O
F TH
E EQ
UIP
MEN
T TH
E KS
CM
-2 K
ITS
MAY
BE
INST
ALLE
D B
EFO
RE
O
R A
FTER
TH
E EQ
UIP
MEN
T IS
SET
IN P
LAC
E, S
EE S
-88.
071-
19D
& S
-88.
071-
19E
FOR
EXA
MPL
ES. I
N S
OM
E
CAS
ES, O
NE
OF
THE
KSC
M-2
BR
ACKE
TS M
UST
BE
INST
ALLE
D B
EFO
RE
THE
EQU
IPM
ENT
IS S
ET IN
PLA
CE.
T
HE
CO
NST
RU
CTI
ON
OF
THE
EQU
IPM
ENT
MU
ST B
E KN
OW
N A
ND
STU
DIE
D B
EFO
RE
SETT
ING
TH
E
TO
EN
SUR
E PR
OPE
R IN
STAL
LATI
ON
OF
THE
KSC
M-2
BR
ACKE
TS.
6.) A
TTAC
HM
ENT
OF
THE
KSC
M-2
BR
ACKE
T TO
TH
E C
UR
B IS
AC
CO
MPL
ISH
ED W
ITH
TH
E TH
REE
(3)
N
o. 1
2-14
X 2
.50
SELF
-DR
ILLI
NG
TEK
SC
REW
S.TO
BE
EFFE
CTI
VE, T
HE
THR
EAD
ED P
OR
TIO
N O
F TH
ESE
SC
REW
S M
UST
PA
SS T
HR
OU
GH
TH
E W
OO
DEN
NA
ILER
, AN
D T
HE
SHEE
T M
ETA
L O
F TH
E CU
RB
SID
E W
ALL
!C
ON
TIN
UED
ON
S-8
8.07
1-19
C S
HT
2.
13
24
ATTA
CH
MEN
T PO
INT
CG
B/2
A/2
Ex
Ey
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 4 OF 6 – DRAWING: S-88.071-19C SHEET 2 RELEASE DATE: 5/13/04
KS
CM
-2 S
EIS
MIC
RE
ST
RA
INT
KIT
IN
ST
ALL
AT
ION
IN
ST
RU
CT
ION
S C
ON
T'D
:7.
) W
HEN
ATT
ACH
ING
TH
E TW
O K
SCM
-2 B
RAC
KETS
TO
GET
HER
, USE
THR
EE (3
) No.
12-
14 X
0.7
5SE
LF-D
RIL
LIN
G T
EK S
CR
EWS.
OPT
ION
AL A
TTAC
HEM
ENT
MA
Y BE
MAD
E W
ITH
THR
EE (3
) 1/8
X 1
.0 W
ELD
S.
S
EE S
-88.
071-
19D
& S
-88.
071-
19E
FOR
DET
AILE
D E
XAM
PLES
.8.
) T
HE
EQU
IPM
ENT
ATTA
CH
MEN
T IS
MAD
E W
ITH
THR
EE (3
) No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
G T
EK S
CR
EWS.
OPT
ION
AL A
TTAC
HM
ENT
IS M
ADE
BYTH
REE
(3) 1
/8 X
1.0
WEL
DS.
SEE
S-8
8.07
1-19
D &
S-8
8.07
1-19
E FO
R
D
ETAI
LED
EXA
MPL
ES.
9.)
SEA
L A
LL E
QU
IPM
ENT
PEN
ETR
ATIO
NS
WIT
H A
GO
OD
RTV
CAU
LKIN
G C
OM
POU
ND
, BY
OTH
ERS.
10.)
WA
RNIN
G: W
HE
N A
TTAC
HIN
G T
O E
QU
IPM
ENT
USI
NG
SEL
F D
RIL
LIN
G T
EK S
CR
EWS,
BE
SUR
E TH
AT
E
LEC
TRIC
AL
& C
ON
TRO
L W
IRE
S &
CO
ND
UIT
S, A
ND
FLU
IDS
HO
SES
ARE
NO
T IN
TH
E PA
THS
OF
THE
TEK
SC
REW
S!11
.)C
AU
TIO
N: D
O N
OT
BLO
CK
EQ
UIP
MEN
T AC
CES
S &
MA
INTE
NAN
CE
DO
OR
S W
ITH
KSC
M-2
BR
ACKE
TS!
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 5 OF 6 – DRAWING: S-88.071-19D RELEASE DATE: 5/13/04
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP
2.00
TYP
1.00
TYP
0.81
TYP
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP
2.00
TYP
1.00
TYP
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
AD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
AD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
AD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
1.00
TYP
2.00
TYP
2.00
TYP
1.00
TYP
0.50
TYP
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP
2.00
TYP
1.00
TYP
WEA
THER
SE
ALBY
OTH
ERS.
EQU
IPM
ENT
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LFD
RIL
LIN
G T
EK S
CR
EWS
BY K
INET
ICS.
RO
OF
CU
RB
BY O
THER
S.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#1 B
Y KI
NET
ICS.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
WEA
THER
SEA
L BY
OTH
ERS.
EQU
IPM
ENT
1/8
3
PLC
.S P
ER
BRK
T
RO
OF
CU
RB
BY O
THER
S.
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LFD
RIL
LIN
G T
EK S
CR
EWS
BY K
INET
ICS.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 B
Y KI
NET
ICS
ISSH
OW
N. K
SCM
-2 B
RAC
KET
#2 B
Y K
INET
ICS
MAY
ALS
O B
E U
SED
.
3
PLC
.S P
ER
BRK
T1/
8EQ
UIP
MEN
T
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
RO
OF
CU
RB
BY O
THER
S.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#1 O
R B
RAC
KET
#2BY
KIN
ETIC
S.
WEA
THER
SEA
L BY
OTH
ERS.
WEA
THER
SE
ALBY
OTH
ERS.
RO
OF
CU
RB
BY O
THER
S.
EQU
IPM
ENT
3
PLC
.S P
ER
BRK
T1/
8
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LFD
RIL
LIN
G T
EK S
CR
EWS
BY K
INET
ICS.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 B
Y KI
NET
ICS.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
NO
TES:
1.) P
ILO
T H
OLE
S M
AY B
E M
AD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#2 M
AY B
E TR
IMM
ED T
O F
IT.
3.) C
AULK
ING
OF
EQU
IPM
ENT
PEN
ETR
ATIO
NS
TO B
E BY
OTH
ERS.
3
PLC
.S P
ER
BRK
T1/
8
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:
P1.3.3
KSCM-2 MOUNTING KIT (EQUIPMENT TO CURB ATTACHMENT)PAGE 6 OF 6 – DRAWING: S-88.071-19E RELEASE DATE: 5/13/04
RO
OF
CU
RB
BY
OTH
ERS
.
OPT
ION
AL C
ON
NEC
TIO
NBR
ACKE
T-TO
-BR
ACKE
T&
BRAC
KET-
TO-E
QU
IPM
ENT
USI
NG
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
GTE
K SC
REW
S BY
KIN
ETIC
S.C
UR
B C
ON
NEC
TIO
N U
SIN
GTH
REE
(3) N
o. 1
2-14
X 2
.5SE
LF D
RIL
LIN
G T
EK S
CR
EWS
BY K
INET
ICS.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KETS
#1
& #2
BY
KIN
ETIC
S.
1/8
3
PLC
.S P
ER
B
RKT
3
PLC
.S P
ER
B
RKT
1/8
RO
OF
CU
RB
BY
OTH
ERS
.
EQU
IPM
ENT
OPT
ION
AL C
ON
NEC
TIO
NBR
ACKE
T-TO
-BR
ACKE
T&
BRAC
KET-
TO-E
QU
IPM
ENT
USI
NG
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
GTE
K SC
REW
S BY
KIN
ETIC
S.
WEA
THER
SEA
LB
Y O
THER
S.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
RE
WS
BY
KIN
ETI
CS
.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KETS
#1
& #2
BY
KIN
ETIC
S.
NO
TES
:1.
) PIL
OT
HO
LES
MAY
BE
MAD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRA
CKE
T #1
MAY
BE
TRIM
MED
TO
FIT
.3.
) CAU
LKIN
G O
F EQ
UIP
MEN
T P
ENET
RAT
ION
S TO
BE
BY O
THER
S.
NO
TES
:1.
) PIL
OT
HO
LES
MAY
BE
MAD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRA
CKE
T #1
MAY
BE
TRIM
MED
TO
FIT
.3.
) CAU
LKIN
G O
F EQ
UIP
MEN
T P
ENET
RAT
ION
S TO
BE
BY O
THER
S.
NO
TES
:1.
) PIL
OT
HO
LES
MAY
BE
MAD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRA
CKE
T #1
MAY
BE
TRIM
MED
TO
FIT
.3.
) CAU
LKIN
G O
F EQ
UIP
MEN
T P
ENET
RAT
ION
S TO
BE
BY O
THER
S.
EQU
IPM
ENT
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KET
#1 B
Y KI
NET
ICS.
OPT
ION
AL E
QU
IPM
ENT
CO
NN
ECTI
ON
TH
REE
(3)
No.
12-
14 X
0.7
5 S
ELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
1/8
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
REW
SBY
KIN
ETIC
S.
1/8
6
PLC
.S P
ER
B
RKT
EQU
IPM
ENT
RO
OF
CU
RB
BY
OTH
ERS
.
OPT
ION
AL C
ON
NEC
TIO
NBR
ACKE
T-TO
-BR
ACKE
T&
BRAC
KET-
TO-E
QU
IPM
ENT
USI
NG
TH
REE
(3)
No.
12-
14 X
0.7
5 SE
LF D
RIL
LIN
GTE
K SC
REW
S BY
KIN
ETIC
S.
WEA
THER
SEA
LB
Y O
THER
S.
KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRAC
KETS
#1
& #2
BY
KIN
ETIC
S.
CU
RB
CO
NN
ECTI
ON
USI
NG
THR
EE (3
) No.
12-
14 X
2.5
SELF
DR
ILLI
NG
TEK
SC
RE
WS
BY
KIN
ETI
CS
.
6
PLC
.S P
ER
B
RKT
1/8
EQU
IPM
ENT
WEA
THE
R S
EAL
BY O
THER
S.
NO
TES
:1.
) PIL
OT
HO
LES
MAY
BE
MAD
E W
ITH
A N
o. 1
3 (Ø
0.18
5) D
RIL
L.2.
) KSC
M-2
SEI
SMIC
RES
TRAI
NT
BRA
CKE
T #1
MAY
BE
TRIM
MED
TO
FIT
.3.
) CAU
LKIN
G O
F EQ
UIP
MEN
T P
ENET
RAT
ION
S TO
BE
BY O
THER
S.
3
PLC
.S P
ER
B
RKT
RO
OF
CU
RB
BY
OTH
ERS
.
WEA
THE
R S
EAL
BY O
THER
S.
2.00
TYP
1.00
TYP 2.00
TYP
0.50
TYP
1.00
TYP
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP 2.
00TY
P
1.00
TYP
0.81
TYP
2.00
TYP 2.
00TY
P
1.00
TYP
0.50
TYP
1.00
TYP
0.81
TYP
0.81
TYP
0.50
TYP
1.00
TYP
2.00
TYP 2.
00TY
P
1.00
TYP
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 1 OF 7 – DRAWING: S-88.071-20A RELEASE DATE: 5/13/04
13.1
5
3.00
1.41
14.0
0
4.50
3.00 3.00
NO
TES:
1.)
EAC
H K
SCV
KIT,
WH
EN P
RO
PER
LY
IN
STAL
LED
, WIL
L H
AVE
AN U
PLIF
T
C
APAC
ITY
OF
1,00
0 LB
S.
0.25
-20
UN
C X
24
THR
EAD
ED R
OD
.
KSC
VEQ
UIP
MEN
TBR
ACKE
T
(6) 0
.25-
14 X
0.7
5SE
LF-D
RIL
LIN
GTE
K SC
REW
S.
0.25
STE
ELFE
ND
ERW
ASH
ER.
0.25
-20
UN
C X
12
THR
EAD
ED R
OD
.
0.25
STA
ND
. STE
EL W
ASH
ER.
(2) 0
.25-
20 U
NC
STA
ND
. HEX
NU
TS.
OPT
. 2O
PT. 1
EQU
IPM
ENT
ATTA
CH
MEN
T BY
KIN
ETIC
S
KSC
V R
ESTR
AIN
TC
HAN
NEL
(2) 0
.25-
20 U
NC
STAN
DAR
D H
EXN
UTS
.
0.25
STA
ND
ARD
STEE
L W
ASH
ER.
0.25
STA
ND
ARD
STEE
L W
ASH
ER.
0.25
-20
UN
C X
0.8
8C
OU
PLIN
G N
UT.
BUIL
DIN
G A
TTA
CH
MEN
T BY
KIN
ETIC
S
KSC
V1-
1/2"
PVC
PIPE
ASS
EM.
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 2 OF 7 – DRAWING: S-88.071-20B RELEASE DATE: 5/13/04
~3.2
5 TY
P FR
OM
KSC
M B
RAC
KET
WH
EN P
RES
ENT
A=~L
a~2
.00
TYP
WH
ENKS
CM
BR
ACKE
TIS
NO
T PR
ESEN
T.
THIS
DIM
ENSI
ON
IS D
ETER
MIN
EDBY
TH
E EQ
UIP
.O
VER
-HAN
G.
B=~L
bLa
Lb
~5.5
0 TY
P SP
ACIN
GFO
R A
DD
ITIO
NAL
KIT
S
NO
TES:
1.) A
MIN
IMU
M O
F FO
UR
(4) K
SCV
VER
TIC
AL S
EISM
IC &
WIN
D R
ESTR
AIN
T KI
TS A
RE
P
ER C
UR
B W
HEN
IND
ICAT
ED B
Y A
KIN
ETIC
S SE
ISM
IC O
R W
IND
CER
TIFI
CAT
ION
.2.
) AD
DIT
ION
AL K
SCV
VER
TIC
AL R
ESTR
AIN
T KI
TS M
AY B
E R
EQU
IRED
AS
IND
ICAT
ED
BY
A KI
NET
ICS
SEIS
MIC
OR
WIN
D C
ERTI
FIC
ATIO
N.
3.) A
DD
ITIO
NAL
KSC
V KI
TS M
UST
BE
ADD
ED IN
SET
S O
F FO
UR
(4).
EAC
H A
DD
ITIO
NAL
KIT
M
AY B
E IN
STAL
LED
IMM
EDIA
TELY
AD
JAC
ENT
TO T
HE
PREV
IOU
S KI
T AT
EAC
H C
OR
NER
P
OIN
T. M
AIN
TAIN
1.0
0 IN
CH
CLE
ARAN
CE
BETW
EEN
KSC
V EQ
UIP
MEN
T BR
ACKE
TS.
SIDE D
SID
E C
SID
E A
SIDE B
1ST
KSC
VFO
R P
OIN
T 1
1ST
KSC
VFO
R P
OIN
T 3
1ST
KSC
VFO
R P
OIN
T 2
1ST
KSC
VFO
R P
OIN
T 4
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 3 OF 7 – DRAWING: S-88.071-20C SHEET 1 RELEASE DATE: 5/13/04
KS
CV
SE
ISM
IC &
WIN
D V
ER
TIC
AL
RE
ST
RA
INT
IN
ST
RU
CT
ION
S:
1.) S
HO
WN
AT
THE
RIG
HT
IS A
CO
PY O
F TH
E FI
GU
RE
THAT
APP
EAR
S IN
TH
E
TO
P LE
FT H
AND
QU
ADR
ANT
OF
THE
"KIN
ETIC
S SE
ISM
IC C
ERTI
FIC
ATIO
N"
F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
TO B
E M
OU
NTE
D. T
HE
POIN
TS 1
, 2, 3
,
AN
D 4
IND
ICAT
E TH
E AP
PRO
X. P
OSI
TIO
NS
OF
THE
FIR
ST K
SCV
KITS
. TH
EY
AR
E LO
CAT
ED O
FF O
F TH
E G
EOM
ETR
IC C
ENTE
R L
INES
FO
R T
HE
EQU
IPM
ENT.
2.) T
YPIC
ALLY
(A) I
S TH
E LO
CAT
ING
DIM
ENSI
ON
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (B
) IS
THE
LOC
ATIN
G D
IMEN
SIO
N
AC
RO
SS T
HE
WID
TH O
F TH
E EQ
UIP
MEN
T. T
HES
E D
IMEN
SIO
NS,
AS
A
PPLI
ED, T
O T
HE
KSC
V R
ESTR
AIN
TS A
RE
DEF
INED
IN S
-88.
071-
20B.
A
WIL
L BE
APP
RO
X. E
QU
AL T
O L
a, A
ND
B W
ILL
BE A
PPR
OX.
EQ
UAL
TO
L
b. A
CTU
AL V
ARIA
TIO
NS
OF
10%
TO
15%
MAY
BE
EASI
LY T
OLE
RAT
ED.
3.) T
HE
C.G
. LO
CAT
ION
FO
R T
HE
EQU
IPM
ENT
IS L
OC
ATED
OFF
OF
THE
G
EOM
ETR
IC C
ENTE
R O
F TH
E EQ
UIP
MEN
T BY
(Ex)
ALO
NG
TH
E LE
NG
TH
OF
THE
EQU
IPM
ENT,
AN
D (E
y) A
CR
OSS
TH
E W
IDTH
OF
THE
EQU
IPM
ENT.
4.) L
OC
ATE
THE
POSI
TIO
NS
OF
THE
REQ
UIR
ED K
SCV
BUIL
DIN
G A
TTAC
HM
ENT
CO
MPO
NEN
TS R
ELAT
IVE
TO T
HE
C
UR
B AN
D E
XPEC
TED
EQ
UIP
MEN
T O
VER
-HAN
GS
BEF
OR
E T
HE
INSU
LATI
ON
AN
D R
OO
F SY
STEM
AR
E
IN
STAL
LED
. PO
SITI
ON
S O
F KS
CV'
S M
AY B
E M
OD
IFIE
D T
O A
VOID
STR
UC
TUR
AL S
UPP
OR
T ST
EEL.
5.) D
RIL
L C
LEAR
ANC
E H
OLE
S TH
RO
UG
H T
HE
RO
OF
STR
UC
TUR
E FO
R T
HE
0.25
-20
UN
C T
HR
EAD
EDED
RO
DS.
C
LEAR
ANC
E H
OLE
S M
AY B
EØ
0.31
TO
Ø0.
50 IN
CH
ES. T
HE
LAR
GE
R C
LEAR
ANC
E H
OLE
S W
ILL
A
LLO
W M
OR
E LA
TITU
DE
FOR
AD
JUST
MEN
T AT
FIN
AL A
SSEM
BLY.
6.) E
STIM
ATE
THE
THIC
KNES
S O
F TH
E IN
SULA
TIO
N, R
OO
FIN
G S
YSTE
M, A
ND
BO
OT
OR
FLA
SHIN
G.
I
F N
ECES
ARR
Y, T
RIM
TH
E KS
CV
PIPE
ASS
EMBL
Y SO
TH
AT T
HE
PIPE
CAP
CLE
ARS
THE
BOO
T
OR
FLA
SHIN
G L
EAVI
NG
EN
OU
GH
RO
OM
TO
SEA
L TH
E JO
INT.
7.) T
HR
EAD
TH
E C
OU
PLIN
G N
UT
NIN
E (9
) TU
RNS
ON
TO O
NE
END
OF
THE
0.25
-20
UN
C X
24
THR
EAD
ED R
OD
.
USE
A T
HR
EAD
LO
CKI
NG
AD
HES
IVE,
BY
OTH
ERS,
TO
LO
CK
THE
CO
UPL
ING
NU
T TO
TH
E TH
REA
DED
RO
D.
CO
NTI
NU
ED O
N S
-88.
071-
20C
SH
T 2.
13
24
ATTA
CH
MEN
T PO
INT
CG
B/2
A/2
Ey
Ex
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 4 OF 7 – DRAWING: S-88.071-20C SHEET 2 RELEASE DATE: 5/13/04
KS
CV
SE
ISM
IC &
WIN
D V
ER
TIC
AL
RE
ST
RA
INT
IN
ST
RU
CT
ION
S C
ON
T'D
:8.
) P
LAC
E O
N T
HE
0.25
-20
UN
C X
24
THR
EAED
RO
D A
STA
ND
ARD
0.2
5 W
ASH
ER, A
ND
TH
E 0.
25 F
END
ER
W
ASH
ER. T
HE
FEN
DER
WA
SHER
MU
ST B
EAR
AG
AIN
ST T
HE
KSC
V P
IPE
ASSE
MBL
Y, P
ER S
-88.
071
-20A
.9.
) F
EED
TH
E 0.
25-2
0 U
NC
X 2
4 TH
REA
ED R
OD
TH
RO
UG
H T
HE
KSC
V PI
PE A
SSEM
BLY
SO
TH
AT T
HE
FEN
DE
R W
ASH
ER
BEA
RS
AGAI
NST
TH
E PI
PE C
AP IN
TH
E KS
CV
PIPE
ASS
EMBL
Y, S
EE S
-88.
071-
20A.
10.)
SEAL
TH
E JO
INT
BETW
EEN
TH
E KS
CV
PIPE
ASS
EMBL
Y A
ND
TH
E TH
REA
DED
RO
D W
ITH
A G
OO
D
R
TV T
YPE
CAU
LKIN
G C
OM
POU
ND
, BY
OTH
ER
S. C
AU
LKIN
G M
ATE
RIA
L SH
OU
LD B
E U
SED
BET
WEE
N T
HE
CO
UPL
ING
NU
T AN
D S
TAN
DAR
D W
ASH
ER, B
ETW
EEN
TH
E ST
AND
ARD
WAS
HER
AN
D F
END
ER W
ASH
ER,
AN
D B
TETW
EEN
TH
E FE
ND
ER
WA
SHER
AN
D P
IPE
CAP
ON
TH
E KS
CV
PIPE
ASS
EMBL
Y.11
.) FE
ED T
HE
THR
EAD
ED R
OD
TH
RO
UG
H T
HE
CLE
ARAN
CE
HO
LE IN
TH
E R
OO
F ST
RR
UC
TUR
E U
NTI
L TH
E KS
CV
PIP
E AS
SEM
BLY
SIT
S FL
US
H O
N T
HE
RO
OF
STR
UC
TUR
E. C
OR
RU
GAT
ED R
OO
F ST
RU
CTU
RES
MA
Y N
EED
TO
BE
BRID
GED
AS
SHO
WN
IN S
-88.
071-
20D
.12
.) FE
ED T
HE
KSC
V R
ESTR
AIN
T C
HAN
NEL
ON
TO T
HE
TREA
DED
RO
D, A
ND
SEC
UR
E U
SIN
G A
0.2
5 W
ASH
ER
A
ND
TW
O 0
.25-
20 U
NC
NU
TS A
S SH
OW
N IN
S-8
8.07
1-20
D. T
HE
KSC
V R
OO
F B
RAC
KET
MAY
BR
IDG
E AN
Y
C
OR
RU
GAT
ION
S IN
TH
E R
OO
F ST
RU
CTU
RE
, OR
IT M
AY S
IT IN
A T
RO
UG
H, O
R O
N A
CR
EST
OF
ANY
CO
RR
UG
ATIO
NS
IN T
HE
RO
OF
STR
UC
TUR
E.13
.) SE
AL T
HE
JOIN
T B
ETW
EEN
TH
E KS
CV
PIPE
ASS
EMBL
Y A
ND
TH
E R
OO
F S
TRU
CTU
RE
WIT
H A
GO
OD
RTV
CAU
LKIN
G M
ATER
IAL,
BY
OTH
ER
S. A
LSO
SEA
L AN
Y P
ENET
RAT
ION
S IN
TH
E R
OO
F ST
RU
CTU
RE
THAT
WER
E M
ADE
BY
FAST
ENER
S U
SED
TO
ATT
ACH
SH
EET
MET
AL B
RID
GIN
G M
ATER
IAL
WIT
H T
HE
SAM
E
R
TV C
AULK
ING
MAT
ER
IAL,
BY
OTH
ER
S.14
.) AF
TER
TH
E EQ
UIP
MEN
T H
AS B
EEN
PLA
CED
, TH
REA
D T
HE
0.25
-20
UN
C X
12
THR
EAD
RO
D IN
TO T
HE
TOP
OF
THE
CO
UPL
ING
NU
T U
NTI
L IT
BO
TTO
MS
OU
T. T
HE
THR
EAD
ED
RO
D M
AY N
OW
BE
USE
D T
O H
ELP
LO
CAT
E TH
E KS
CV
EQU
IPM
ENT
BRA
CKE
T TO
TH
E EQ
UIP
MEN
T.15
.) LO
CA
TE A
ND
ATT
ACH
TH
E KS
CV
EQU
IPM
ENT
BRAC
KET
TO
TH
E SI
DE
OF
THE
EQU
IPM
ENT
IN A
MAN
NER
SIM
ILAR
TO
TH
E EX
AMPL
ES S
HO
WN
IN S
-88.
071-
20E.
DO
NO
T B
LOC
K E
QU
IPM
ENT
AC
CES
S A
ND
MA
INTE
NA
NC
E D
OO
RS
WIT
H T
HE
KSC
V EQ
UIP
MEN
T B
RA
CK
ET.
CO
NTI
NU
ED O
N S
-88.
071-
20C
SH
T3.
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 5 OF 7 – DRAWING: S-88.071-20C SHEET 3 RELEASE DATE: 5/13/04
KS
CV
SE
ISM
IC &
WIN
D V
ER
TIC
AL
RE
ST
RA
INT
IN
ST
RU
CT
ION
S C
ON
T'D
:16
.) W
ITH
TH
E 0.
25-2
0 U
NC
X 1
2 TH
REA
DED
RO
D IN
TH
E AP
PRO
PRIA
TE H
OLE
IN T
HE
KSC
V EQ
UIP
MEN
T
B
RAC
KET
INST
ALL
THE
STAN
DAR
D 0
.25
WAS
HER
AN
D T
WO
(2) 0
.25-
20 U
NC
NU
TS A
S SH
OW
N IN
S-8
8.07
1-20
E. S
LIG
HT
MIS
ALIG
NM
ENTS
MAY
BE
ACC
OM
OD
ATED
BY
BEN
DIN
G T
HE
TWO
TH
REA
DED
RO
DS
UN
TIL
CO
NTA
CT
IS M
ADE
WIT
H T
HE
HO
LE IN
TH
E TO
P O
F TH
E KS
CV
PIPE
ASS
EMBL
Y.17
.) SE
AL A
NY
PEN
ETR
ATIO
NS
IN T
HE
EQU
IPM
ENT
MAD
E D
UR
ING
TH
E AT
TAC
HM
ENT
OF
THE
KSC
V EQ
UIP
MEN
T
B
RAC
KET
WIT
H C
AULK
ING
CO
MPO
UN
D, B
Y O
THER
S.18
.) R
E-SE
AL T
HE
JOIN
T BE
TWEE
N T
HE
THR
EAD
ED R
OD
AN
D T
HE
TOP
OF
THE
KSC
V PI
PE
ASSE
MBL
Y W
ITH
RTV
CAU
LKIN
G C
OM
POU
ND
.19
.) IF
NEC
ESSA
RY,
RE-
SEAL
TH
E JO
INT
BETW
EEN
TH
E KS
CV
PIPE
ASS
EMBL
Y AN
D T
HE
BOO
T O
R F
LASH
ING
.
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 6 OF 7 – DRAWING: S-88.071-20D RELEASE DATE: 5/13/04
CO
NC
RET
ER
OO
F BY
OTH
ERS
.
INSU
LATI
ON
BY O
THER
S.
RO
OF
SYST
EMBY
OTH
ERS.
1-1/
2" P
IPE
FLA
SHIN
G O
RBO
OT
BY O
THER
S.
STEE
LD
ECKI
NG
BY O
THER
S.
CAN
T ST
RIP
BY
OTH
ERS.
WEA
THER
STR
IP B
Y O
THER
S.
CAU
LKIN
GBY
OTH
ERS.
CU
RB,
NAI
LER
, & R
IGID
INSU
LATI
ON
BY
OTH
ERS.
KSC
VVE
RTI
CAL
RES
TRAI
NT
KIT
BY K
INET
ICS.
STR
UC
TUR
AL S
TEEL
BY
OTH
ERS.
WEA
THER
STR
IP B
Y O
THER
S.
CAU
LKIN
G B
YO
THER
S.
CU
RB,
NAI
LER
, & R
IGID
INSU
LATI
ON
BY
OTH
ERS.
CAN
T ST
RIP
BY
OTH
ERS.
KSC
V U
PLIF
T R
ESTR
AIN
TKI
T BY
KIN
ETIC
S.
1-1/
2" P
IPE
FLA
SHIN
GO
R B
OO
T BY
OTH
ERS.
STEE
LD
ECKI
NG
BY O
THER
S.
STR
UC
TUR
AL S
TEEL
BY O
THER
S.
INSU
LATI
ON
BY O
THER
S
RO
OF
SYST
EMBY
OTH
ERS.
INSU
LATI
ON
BY
OTH
ERS.
RO
OF
SYST
EM B
Y O
THER
S.
WEA
THER
STR
IPBY
OTH
ERS.
1-1/
2" P
IPE
FLAS
HIN
G O
R B
OO
T BY
OTH
ERS.
STEE
L D
ECKI
NG
BY
OTH
ERS.
16 G
A. S
HEE
T ST
EEL
BRID
GE
ACR
OSS
VA
LLEY
BY
OTH
ERS.
HO
LD IN
PLAC
E W
ITH
SH
EET
MET
AL S
CR
EWS
OR
PO
P-R
IVET
S B
Y O
THER
S.KS
CV
UPL
IFT
RES
TRAI
NT
KIT
BY K
INET
ICS.
CAU
LKIN
GBY
OTH
ERS.
CAN
T ST
RIP
BY
OTH
ERS
.
CU
RB,
NAI
LER
, & R
IGID
INSU
LATI
ON
BY
OTH
ERS.
8.00
MAX
.IN
SULA
TIO
N
STA
ND
.C
UR
BH
T.14
.06
8.00
MAX
.IN
SULA
TIO
N
STA
ND
.C
UR
BH
T.14
.06
STA
ND
.C
UR
BH
T.14
.06
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:
P1.3.4
KSCV SEISMIC & WIND VERTICAL RESTRAINTPAGE 7 OF 7 – DRAWING: S-88.071-20E RELEASE DATE: 5/13/04
EQ
UIP
.
3 P
LCS
3/16
OPT
ION
ALW
ELD
ATTA
CH
.
TRIM
PVC
PIPE
ASS
EM.
TO F
IT A
PP.
TRIM
0.2
5-20
UN
C X
12
THR
EAD
EDR
OD
TO
FIT
APP
LIC
ATIO
N.
DO
NO
TB
LOC
KA
CC
ESS
&M
AIN
T.
DO
OR
S W
ITH
KS
CV
EQ
UIP
.B
RA
CK
ET
!
TRIM
0.2
5-20
UN
C X
24
THR
EAD
ED
RO
D T
O F
IT A
PPLI
CAT
ION
.
EQ
UIP
.
3/16
3 P
LCS
OPT
ION
ALW
ELD
ATTA
CH
.
TRIM
0.2
5-20
UN
C X
12
THR
EAD
EDR
OD
TO
FIT
APP
LIC
ATIO
N.
TRIM
PVC
PIP
EAS
SEM
. TO
FIT
APPL
ICA
TIO
N.
TRIM
0.2
5-20
UN
C X
24
THR
EAD
ED
RO
D T
O F
IT A
PPLI
CAT
ION
.
TRIM
0.2
5-20
UN
C X
12
THR
EAD
ED R
OD
TO F
IT A
PP.
TRIM
0.2
5-20
UN
C X
24
THR
EAD
ED
RO
D T
O F
IT A
PPLI
CAT
ION
.
ATTA
CH
ING
THE
KSC
VBR
ACKE
T TO
THE
EQU
IPM
EN
TC
ABIN
ET B
YW
ELD
ING
IS N
OT
REC
OM
MEN
DED
.
WH
EN A
TTAC
HIN
G K
SCV
BRAC
KET
TO E
QU
IPM
ENT
CAB
INET
, USE
ON
LY T
HE
SHEE
T M
ETAL
SC
REW
SPR
OVI
DED
BY
KIN
ETIC
S.
EQ
UIP
.
EQ
UIP
.BA
CK-
UP/
SPAC
ERPL
ATE,
TO
BE
ASTM
A-3
6 M
IN.
PLAT
E M
UST
BE
LAR
GE
ENO
UG
HFO
R S
PEC
IFIE
DW
ELD
S. P
LATE
BY O
THER
S.
3/16
3 P
LCS
3/16
TRIM
0.2
5-20
UN
C X
24
THR
EAD
ED
RO
D T
O F
IT A
PPLI
CAT
ION
.
TRIM
0.2
5-20
UN
C X
12
THR
EAD
EDR
OD
TO
FIT
APP
LIC
ATIO
N.
DO
NO
TB
LOC
KA
CC
ESS
&M
AIN
T.
DO
OR
S W
ITH
KS
CV
EQ
UIP
.B
RA
CK
ET
!
TRIM
PVC
PIPE
ASSE
M. T
OFI
T AP
P.D
O N
OT
BLO
CK
AC
CES
S &
MA
INT
.D
OO
RS
WIT
HK
SC
V E
QU
IP.
BR
AC
KE
T!
DO
NO
TB
LOC
KA
CC
ESS
&M
AIN
T.
DO
OR
S W
ITH
KS
CV
EQ
UIP
.B
RA
CK
ET
!
TRIM
PVC
PIPE
ASSE
M. T
OFI
T AP
P.
2.00
TYP
3.50
3.50
2.00
TYP
3.50
2.00
TYP
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:
P1.3.5
KSVR SEISMIC CURB WALL REINFORCEMENTPAGE 1 OF 3 – DRAWING: S-88.071-21A RELEASE DATE: 5/13/04
APPL
ICAB
LE C
UR
BH
EIG
HT
RA
NG
EIN
CLU
SIVE
(H)
(in.)
0.00
to 8
.00
8.06
TO
16.
00
16.0
6 to
24.
00
24.0
6 to
36.
00
4 3 2 1
NU
MBE
RO
FVE
RTI
CAL
REI
NFO
RC
EMEN
TSPE
R K
IT
3 4
NU
MBE
R O
FN
o. 1
0-16
X 2
SELF
-DR
ILLI
NG
TEK
SCR
EWS
PER
REI
NFO
RC
EMEN
T
21
NO
TES:
1.) E
ACH
KSV
R K
IT C
ON
TAIN
S O
NE
(1) T
REA
TED
WO
OD
2
" X 2
" X 4
8" L
ON
G A
ND
EIG
HT
(8) N
o. 1
0-16
X 2
S
ELF-
DR
ILLI
NG
TEK
SC
REW
S.2.
) FO
R T
HE
REQ
UIR
ED N
UM
BER
OF
VER
TIC
AL
REI
NFO
RC
EMEN
TS F
OR
EAC
H C
UR
B W
ALL
A
ND
EAC
H C
UR
B, S
EE T
HE
KIN
ETIC
S SE
ISM
IC
& W
IND
CER
TIFI
CAT
ION
FO
R T
HE
CU
RB
IN
QU
ESTI
ON
.
H =
24.
06 to
36.
00
H =
16.
06 to
24.
00
H =
8.0
6 to
16.
00
H =
0.0
0 to
8.0
0
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:
P1.3.5
KSVR SEISMIC CURB WALL REINFORCEMENTPAGE 2 OF 3 – DRAWING: S-88.071-21B RELEASE DATE: 5/13/04
VIEW
AVI
EW C
VIEW
BC
UR
B &
WO
OD
EN N
AILE
RBY
OTH
ERS.
No.
10-
16 X
2SE
LF-D
RIL
LIN
GTE
K SC
REW
SBY
KIN
ETIC
S.
2 X
2 TR
EATE
D W
OO
DR
EIN
FOR
CEM
ENT
BY K
INEI
CS.
VIEW
CVI
EW B
VIEW
A
HC
UR
BH
EIG
HT
S =
MAX
. SPA
CIN
G1.
50 X
1.5
0AC
TUAL
SIZE
Hr
MEA
SUR
E&
CU
T TO
FIT
0.75
TYP
1.50
TYP
1.50
TYP
1.50
TYP
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:
P1.3.5
KSVR SEISMIC CURB WALL REINFORCEMENTPAGE 3 OF 3 – DRAWING: S-88.071-21C RELEASE DATE: 5/13/04
KS
VR
CU
RB
WA
LL V
ER
TIC
AL
RE
INFO
RC
EM
EN
T K
IT I
NS
TR
UC
TIO
NS
:1.
) MAR
K TH
E LO
CAT
ION
S FO
R T
HE
VER
TIC
AL R
EIN
FOR
CEM
ENTS
ON
TH
E C
UR
B W
ALLS
AC
CO
RD
ING
T
O T
HE
KIN
ETI
CS
SEIS
MIC
& W
IND
CER
TIFI
CAT
ION
AN
D S
-88.
071-
21B.
TH
E M
INIM
UM
NU
MBE
R O
F
VER
TIC
AL R
EIN
FOR
CEM
ENTS
PER
SID
E IS
TH
REE
(3).
ON
E (1
) LO
CAT
ED O
N E
ACH
EN
D O
F TH
E C
UR
B W
ALL
A
ND
ON
E (1
) AT
APPR
OXI
MAT
ELY
THE
CEN
TER
OF
THE
CU
RB
WAL
L. IF
MO
RE
THAN
TH
REE
(3) V
ERTI
CAL
R
EIN
FOR
CEM
ENTS
AR
E R
EQU
IRED
PE
R S
IDE,
ON
E (1
) REI
NFO
RC
EMEN
T G
OES
AT
EAC
H E
ND
OF
THE
C
UR
B W
ALL
AND
TH
E R
EST
ARE
MO
RE-
OR
-LES
S EQ
UAL
LY D
ISTR
IBU
TED
ALO
NG
TH
E C
UR
B W
ALL
AT
A S
PAC
ING
EQ
UAL
TO
(S) F
RO
M T
HE
KIN
ETIC
S S
EISM
IC &
WIN
D C
ERTI
FIC
ATIO
N. T
HE
SPAC
ING
BET
WEE
N
AD
JAC
ENT
VER
TIC
AL
REI
NFO
RC
EMEN
TS M
AY B
E VA
RIE
D S
LIG
HTL
Y TO
MIS
S TH
E C
UR
B
ATT
ACH
MEN
TS T
O T
HE
RO
OF.
2.) M
EASU
RE
AND
CU
T TH
E VE
RTI
CAL
REI
NFO
RC
EMEN
T FO
R E
ACH
LO
CAT
ION
. TH
E FI
T O
F TH
E
VER
TIC
AL R
EIN
FOR
CEM
ENT
BETW
EEN
TH
E N
AILE
R A
ND
TH
E FO
OT
OF
THE
CU
RB
MU
ST B
E
SN
UG
. TH
E PU
RPO
SE O
F TH
E V
ERTI
CAL
REI
NFO
RC
EMEN
T IS
TO
CAR
RY
MO
ST O
R A
LL O
F TH
E
VER
TIC
AL L
OAD
S AC
TIN
G D
OW
NW
ARD
ON
TH
E C
UR
B W
ALLS
.3.
) ATT
ACH
TH
E VE
RTI
CA
L R
EIN
FOR
CEM
ENT
TO T
HE
CU
RB
WAL
L U
SIN
G T
HE
No.
10-1
6 X
2 SE
LF-D
RIL
LIN
G
TEK
SC
REW
S PR
OVI
DED
IN T
HE
KSC
R K
IT. T
HE
NU
MBE
R O
F SC
REW
S R
EQU
IRED
FO
R E
ACH
R
EIN
FOR
CEM
ENT
IS D
EFIN
ED B
Y S-
88.0
71-2
1A. W
HEN
ON
LY O
NE
(1) S
CR
EW IS
REQ
UIR
ED P
ER
VER
TIC
AL R
EIN
FOR
CEM
ENT,
IT S
HO
ULD
BE
PLAC
ED IN
TH
E C
ENTE
R O
F TH
E R
EIN
FOR
CEM
ENT
AS
SH
OW
N O
N S
-88.
071-
21A.
WH
EN T
WO
(2) O
R M
OR
E SC
REW
S AR
E R
EQU
IRED
FO
R E
ACH
VER
TIC
AL
REI
NFO
RC
EMEN
T, A
S SH
OW
N O
N S
-88.
071-
21A,
TH
E TO
P M
OST
AN
D B
OTT
OM
MO
ST S
HO
ULD
BE
1.50
I
NC
HES
FR
OM
TH
E EN
DS
OF
THE
VER
TIC
AL
REI
NFO
RC
EMEN
T. W
HEN
MO
RE
THAN
TW
O (2
) SC
REW
S AR
E
REQ
UIR
ED P
ER V
ERTI
CAL
REI
NFO
RC
EMEN
T, T
HEY
SH
OU
LD B
E EV
ENLY
DIS
TRIB
UTE
D B
ETW
EEN
TH
E
TO
P M
OST
, AN
D B
OTT
OM
MO
ST S
CR
EWS.
TH
E H
EAD
S O
FTH
ESE
SCR
EWS
MAY
BE
DR
IVEN
INTO
TH
E
VER
TIC
AL R
EIN
FOR
CEM
ENT
SLIG
HTL
Y TO
MAK
E AN
EAS
IER
SU
RFA
CE
TO F
LASH
OVE
R.
DO
NO
TD
RIV
E TH
E SC
REW
HEA
D IN
FA
R E
NO
UG
H T
O S
PLIT
TH
E VE
RTI
CA
L R
EIN
FOR
CEM
ENT!
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:
P2.0
TABLE OF CONTENTS (Chapter P2)PAGE 1 OF 1: FMS ISOLATOR/RESTRAINTS RELEASE DATE: 4/16/04
CHAPTER P2
FMS ISOLATOR / RESTRAINTSTABLE OF CONTENTS
General Description P2.1
Restraint Submittal Data P2.2
FMSAA Restraint Submittal Data P2.2.1
FMSA Restraint Submittal Data P2.2.2
FMSB Restraint Submittal Data P2.2.3
FMSC Restraint Submittal Data P2.2.4
FMSD Restraint Submittal Data P2.2.5
FMSE Restraint Submittal Data P2.2.6
FMSF Restraint Submittal Data P2.2.7
FMSG Restraint Submittal Data P2.2.8
Isolator Submittal Data P2.3
Deflection – “A” Coil Isolation Submittal Data P2.3.1
Deflection – “C” Coil Isolation Submittal Data P2.3.2
Deflection – Coil Isolation Submittal Data P2.3.3
4” Deflection – Coil Isolation Submittal Data P2.3.4
Selection Information P2.4
Load Spreader Plate Data P2.5
Installation Instructions P2.6
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.1
FMS ISOLATOR DESCRIPTION AND SPECIFICATIONPAGE 1 OF 1 RELEASE DATE: 10/31/03
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model FMSThis isolator was developed to handle a variety of seismiczones. The seismic element is placed on the bottom, close tothe mounting surface, to minimize the tensile loadinggenerated in the attachment hardware. The isolation elementis mounted above the restraint and its size and shape can bevaried independently of the restraint’s size and shape
SpecificationAll Direction High Capacity Modular Seismic Isolator
1. Spring Isolators shall be comprised of two interfacing but independent elements, a coilspring element and a seismically rated housing. The spring coil element shall becomprised of one or more coil assemblies having all of the characteristics of freestanding coil spring isolators as specified in the vibration isolation portion of thespecification. The seismically rated housing shall be sized to match the forcerequirements applicable to the project and have the capability of accepting coils ofvarious sizes, shapes, capacities and deflections as needed to meet the desiredisolation criteria.
2. All spring forces will be contained within the coil/housing assembly and under noexternal load condition shall spring forces be carried through the restraint anchoragesystem.
3. The restraint element shall incorporate a steel housing and elastomeric elements at alldynamic contact points. The restraint will allow ¼” motion in any lateral or verticaldirection from the neutral position. All elastomeric elements shall be replaceable.
4. To ensure the optimum anchorage capacity, the restraint will have an overturningfactor (The ratio of the effective lateral snubber height to the short axis anchor spacing)of .33 or less.
5. The leveling nut or screw shall be made accessible for adjustment with the use of apneumatic or electric impact wrench.
6. The spring element shall be replaceable without having to lift or otherwise remove anysupported equipment.
7. Where required, a soft lateral cushioning element shall be fitted that can absorb theminor lateral forces generated by hydraulic or wind loads without contact being made atthe main snubbing element.
The isolator shall be Model FMS as manufactured by Kinetics Noise Control or by othermanufacturers who can meet the requirements above.
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:
P2.2.1
FMSAA SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.100 (2-D DATA) RELEASE DATE: 4/19/04
SPEC
IFIC
ATI
ON
S:1.
) 3-A
XIS
RES
TRAI
NT
WIT
H R
EPLA
CEA
BLE
N
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.2.
) HO
T D
IPPE
D G
ALVA
NIZ
ED.
3.) H
OU
SIN
GS
MAY
BE
US
ED F
OR
BLO
CK
ING
D
UR
ING
EQ
UIP
MEN
T ER
ECTI
ON
.4.
) CAN
BE
USE
D W
ITH
OR
WIT
HO
UT
SPR
ING
C
OIL
(S).
1.38
2.75
2X Ø
0.31
1.75
3.75
2.00
0.38 0.
38
7.50
6.75
5.00 3.50
2.75
0.38 0.
56
1.44
2.88
0.38
0.50
2.63
1.38
4.00
1.31
OPE
RAT
ING
CLE
ARAN
CE
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:
P2.2.1
FMSAA SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.100 (2-D DATA) RELEASE DATE: 4/19/04
RESTRAINT CAPACITY LBS X 100
#1 V
ER
TIC
AL
RE
ST
RA
INT
CA
PA
CIT
Y 50
0
FIG
UR
E 2
STE
EL
AT
TA
CH
ME
NT
#2 C
OM
BIN
ED
VE
RT
.=H
OR
.R
ES
TR
AIN
TC
AP
AC
ITY
#3 H
OR
IZO
NT
AL
RE
ST
RA
INT
CA
PA
CIT
Y
#4 V
ER
TIC
AL
RE
ST
RA
INT
CA
PA
CIT
Y
RESTRAINT CAPACITY LBS X 100
#6H
OR
IZO
NT
AL
FOR
CE
LB
S X
100
AT
TA
CH
ME
NT
TO
ST
EE
L C
AP
AC
ITY
EN
VE
LO
PE
.
FIG
UR
E 1
RE
STR
AIN
T C
AP
AC
ITY
EN
VEL
OPE
AT
TA
CH
ME
NT
TO
CO
NC
RE
TE
CA
PA
CIT
YE
NV
EL
OP
E.
#4
#5
510
510
#2
15 VERTICAL FORCE LBS X 100
00
#1
2520
15
#3
FIG
UR
E 3
CO
NC
RE
TE A
TTA
CH
ME
NT
ISO
LATO
R L
OA
D L
BS
X 1
00
#5 C
OM
BIN
ED
VE
RT
.=H
OR
.R
ES
TR
AIN
TC
AP
AC
ITY
15 5
50
010
INT
RU
CTI
ON
S F
OR
CO
NS
TR
UC
TIO
N O
F A
CA
PA
CIT
Y E
NV
ELO
PE
:
1.)
TO G
EN
ERA
TE T
HE
SE
ISM
IC R
ES
TRA
INT
CA
PAC
ITY
EN
VEL
OP
E, T
HE
HIG
HE
ST I
SOLA
TO
R L
OA
D F
OR
TH
E P
IEC
E O
F E
QU
IPM
ENT
UN
DE
R R
EVIE
W
I
S U
SE
D A
S A
ST
AR
TIN
G P
OIN
T.
2.
) D
ETE
RM
INE
WH
ETH
ER
TH
E A
TTA
CH
ME
NT
IS
TO
BE
TO
ST
EEL,
SE
LEC
T F
IGU
RE
2, O
R C
ON
CR
ETE
, SEL
EC
T F
IGU
RE
3.
3.
) T
HE
VE
RT
ICA
L R
ES
TR
AIN
T C
AP
AC
ITY
@ T
HE
LO
AD
DE
TE
RM
INE
D IN
ST
EP
1 I
S R
EA
D F
RO
M C
UR
VE
#1
(FIG
. 2)
OR
CU
RV
E #
4 (F
IG. 3
) A
ND
PLO
TT
ED
ON
TH
E V
ER
TIC
AL
AX
IS O
F FI
GU
RE
1.
4.
) T
HE
HO
RIZ
ON
TA
L R
ES
TR
AIN
T C
AP
AC
ITY
@ T
HE
LO
AD
DE
TE
RM
INE
D I
N S
TE
P 1
IS
RE
AD
FR
OM
CU
RV
E #
3 (F
IG. 2
) OR
CU
RV
E #
6 (F
IG. 3
) AN
D
P
LOTT
ED O
N T
HE
HO
RIZ
ON
TA
L A
XIS
OF
FIG
UR
E 1
.
5.)
TH
E C
OM
BIN
ED
RE
ST
RA
INT
CA
PA
CIT
Y IS
TH
E P
OIN
T W
HE
RE
VE
RT
ICA
L &
HO
RIZ
ON
TA
L C
AP
AC
ITIE
S A
RE
EQ
UA
L. T
HE
CO
MB
INE
D R
ES
TR
AIN
T
C
APA
CIT
Y @
TH
E L
OA
D D
ETE
RM
INE
D IN
STE
P 1
IS R
EAD
FR
OM
CU
RV
E #
2 (F
IG. 2
) O
R C
UR
VE
#5
(FIG
. 3).
DR
AW
A H
OR
IZO
NT
AL
LIN
E F
RO
M T
HIS
VA
LUE
ON
TH
E V
ER
TIC
AL
AX
IS, A
ND
A V
ER
TIC
AL
LIN
E F
RO
M T
HIS
VA
LUE
ON
TH
E H
OR
IZO
NT
AL
AX
IS. T
HE
IN
TE
RS
EC
TIO
N P
OIN
T I
S T
HE
CO
MB
INE
D C
AP
AC
ITY
PO
INT
FO
R T
HE
GIV
EN
AP
PLI
CA
TIO
N.
6.
) C
ON
NE
CT
TH
E V
ER
TIC
AL
RE
ST
RA
INT
CA
PA
CIT
Y, C
OM
BIN
ED
RE
ST
RA
INT
CA
PA
CIT
Y, A
ND
TH
E H
OR
IZO
NT
AL
RE
ST
RA
INT
CA
PA
CIT
Y P
OIN
TS
TH
AT
YO
U P
LOT
TE
D F
OR
YO
UR
AP
PLI
CA
TIO
N. T
HIS
WIL
L P
RO
DU
CE
TH
E R
ES
TR
AIN
T C
AP
AC
ITY
EN
VE
LOP
E F
OR
YO
UR
AP
PLI
CA
TIO
N.
7.
) FO
R T
HE
RES
TR
AIN
T T
O B
E S
UIT
AB
LE F
OR
TH
E A
PP
LIC
AT
ION
, ALL
WO
RS
T C
AS
E S
EISM
IC L
OA
D C
OM
BIN
AT
ION
S M
US
T F
ALL
WIT
HIN
TH
E
R
ES
TRA
INT
EN
VE
LOP
E.
2020
#6 H
OR
IZO
NT
AL
RE
ST
RA
INT
CA
PA
CIT
Y
5101520
10
10IS
OLA
TOR
LO
AD
LB
S X
100
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:
P2.2.2
FMSA SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.800 (2-D DATA) RELEASE DATE: 4/19/04
2.38
0.56
0.56
6.37
1.75
3.50
2X Ø
0.44
1.75
4.00
1.00
OPE
RAT
ING
CLE
ARAN
CE
3.75
7.50
0.38
2.50
0.56
0.56
3.56
6.56
5X Ø
0.44
7.12
3.56
3.38
3.38
0.38
SPEC
IFIC
ATI
ONS
:1.
) 3-A
XIS
RES
TRAI
NT
WIT
H R
EPLA
CEA
BLE
N
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.2.
) HO
T D
IPPE
D G
ALVA
NIZ
ED.
3.) H
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
D
UR
ING
EQ
UIP
MEN
T ER
ECTI
ON
.4.
) CAN
BE
USE
D W
ITH
OR
WIT
HO
UT
SPR
ING
C
OIL
(S).
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:
P2.2.2
FMSA SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.800 (2-D DATA) RELEASE DATE: 4/19/04
ATT
AC
HM
EN
T TO
CO
NC
RET
E C
APA
CIT
YE
NV
ELO
PE
.
ISO
LATO
R L
OAD
LBS
X 1
000
FIG
UR
E 2
STEE
L AT
TAC
HM
ENT
2 1 00
#2 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CA
PA
CIT
Y
#4
0012
21
ATT
AC
HM
EN
T TO
STE
EL
CAP
AC
ITY
EN
VE
LOP
E. HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
FIG
UR
E 1
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE
#6#5
43
21
#3
65
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CA
PA
CIT
Y
02 1
0IS
OLA
TOR
LO
AD L
BS X
100
0
FIG
UR
E 3
CO
NC
RET
E AT
TAC
HM
ENT
INTR
UC
TIO
NS
FOR
CO
NST
RU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE, T
HE
HIG
HES
T IS
OLA
TOR
LO
AD F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
UN
DER
REV
IEW
IS
USE
D
A
S A
STAR
TIN
G P
OIN
T.
2.) D
ETER
MIN
E W
HET
HER
TH
E AT
TAC
HM
ENT
IS T
O B
E TO
STE
EL, S
ELEC
T FI
GU
RE
2, O
R C
ON
CR
ETE,
SEL
ECT
FIG
UR
E 3.
3.
) TH
E VE
RTI
CAL
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#1
(FIG
. 2) O
R C
UR
VE #
4 (F
IG. 3
) AN
D P
LOTT
ED O
N T
HE
VER
TIC
AL A
XIS
OF
FIG
UR
E 1.
4.
) TH
E H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.) T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y IS
TH
E PO
INT
WH
ERE
VER
TIC
AL &
HO
RIZ
ON
TAL
CAP
ACIT
IES
ARE
EQU
AL. T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y
@
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#2
(FIG
. 2) O
R C
UR
VE #
5 (F
IG. 3
). D
RAW
A H
OR
IZO
NTA
L LI
NE
FRO
M T
HIS
VAL
UE
ON
TH
E
V
ERTI
CAL
AXI
S, A
ND
A V
ERTI
CAL
LIN
E FR
OM
TH
IS V
ALU
E O
N T
HE
HO
RIZ
ON
TAL
AXIS
. TH
E IN
TER
SEC
TIO
N P
OIN
T IS
TH
E C
OM
BIN
ED C
APAC
ITY
POIN
T FO
R
T
HE
GIV
EN A
PPLI
CAT
ION
.
6.) C
ON
NEC
T TH
E VE
RTI
CAL
RES
TRAI
NT
CAP
ACIT
Y, C
OM
BIN
ED R
ESTR
AIN
T C
APAC
ITY,
AN
D T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y PO
INTS
TH
AT Y
OU
PLO
TTED
FO
R Y
OU
R A
PPLI
CAT
ION
. TH
IS W
ILL
PRO
DU
CE
THE
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE F
OR
YO
UR
APP
LIC
ATIO
N.
7.
) FO
R T
HE
RES
TRAI
NT
TO B
E SU
ITAB
LE F
OR
TH
E AP
PLIC
ATIO
N, A
LL W
OR
ST C
ASE
SEIS
MIC
LO
AD C
OM
BIN
ATIO
NS
MU
ST F
ALL
WIT
HIN
TH
E R
ESTR
AIN
T
E
NVE
LOPE
.
4 3
#1 V
ER
TIC
AL
RES
TRAI
NT
CA
PA
CIT
Y#3
HO
RIZ
ON
TAL
RES
TRAI
NT
CA
PA
CIT
Y
345
#4 V
ER
TIC
AL
RES
TRAI
NT
CA
PA
CIT
Y
#6 H
OR
IZO
NTA
LR
ESTR
AIN
TC
AP
AC
ITY
34
34
#2
#1
RESTRAINT CAPACITY LBS X 1000
VERTICAL FORCE LBS X 1000
RESTRAINT CAPACITY LBS X 1000
43
12
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:
P2.2.3
FMSB SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.200 (2-D DATA) RELEASE DATE: 4/20/04
9.50
4.75
3.25
0.38
0.38
6.88 7.63
5.00
4X Ø
0.44
4.00
2.00
8.00
4X Ø
0.56
0.75
0.75
3.00 0.38
3.81
7.63
3.88
1.06
OPE
RAT
ING
CLE
ARAN
CE
5.00
0.50
3.25
2.00
SPEC
IFIC
ATIO
NS:
1.) 3
-AXI
S R
ESTR
AIN
T W
ITH
REP
LAC
EABL
E
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
2.) H
OT
DIP
PED
GAL
VAN
IZED
.3.
) HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N.
4.) C
AN B
E U
SED
WIT
H O
R W
ITH
OU
T SP
RIN
G
CO
IL(S
).
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:
P2.2.3
FMSB SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.200 (2-D DATA) RELEASE DATE: 4/20/04
#2#1
RESTRAINT CAPACITY LBS X 1000
VERTICAL FORCE LBS X 1000
RESTRAINT CAPACITY LBS X 1000
ATTA
CH
MEN
T TO
CO
NCR
ETE
CAP
ACIT
YE
NV
ELO
PE.
ISO
LATO
R L
OAD
LBS
X 1
000
FIG
UR
E 2
STEE
L AT
TAC
HM
EN
T
2 1 00
#2 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRA
INT
CAP
AC
ITY
#4
0012
21
ATTA
CH
MEN
T TO
STE
EL C
APA
CIT
YE
NV
ELO
PE.
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
FIG
UR
E 1
RES
TRAI
NT
CA
PAC
ITY
ENVE
LOPE
#6
#5
43
21
#3
65
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRA
INT
CAP
AC
ITY
02 1
0IS
OLA
TOR
LO
AD L
BS X
100
0
FIG
UR
E 3
CO
NC
RE
TE A
TTA
CH
MEN
T
INTR
UC
TIO
NS
FOR
CO
NS
TRU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RE
STR
AIN
T C
APA
CIT
Y EN
VEL
OP
E, T
HE
HIG
HE
ST IS
OLA
TOR
LO
AD F
OR
TH
E PI
EC
E O
F E
QU
IPM
ENT
UN
DE
R R
EVIE
W IS
USE
D
A
S A
STA
RTI
NG
PO
INT.
2.
) DE
TER
MIN
E W
HE
THER
TH
E AT
TAC
HM
EN
T IS
TO
BE
TO S
TEEL
, SEL
ECT
FIG
UR
E 2,
OR
CO
NC
RET
E, S
ELEC
T FI
GU
RE
3.
3.) T
HE
VER
TIC
AL R
EST
RA
INT
CAP
ACIT
Y @
TH
E LO
AD D
ETE
RM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
1 (F
IG. 2
) OR
CU
RVE
#4
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E
V
ERTI
CAL
AXI
S O
F FI
GU
RE
1.
4.) T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED
IN S
TEP
1 IS
RE
AD F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.) T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y IS
TH
E P
OIN
T W
HER
E V
ERTI
CA
L &
HO
RIZ
ON
TAL
CAP
ACIT
IES
ARE
EQ
UA
L. T
HE
CO
MBI
NE
D R
ESTR
AIN
T C
APA
CIT
Y @
TH
E LO
AD
DE
TER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RV
E #2
(FIG
. 2) O
R C
UR
VE #
5 (F
IG. 3
). D
RAW
A H
OR
IZO
NTA
L LI
NE
FRO
M T
HIS
VAL
UE
ON
TH
E
V
ERTI
CAL
AXI
S, A
ND
A V
ERTI
CA
L LI
NE
FRO
M T
HIS
VAL
UE
ON
TH
E H
OR
IZO
NTA
L AX
IS. T
HE
INTE
RSE
CTI
ON
PO
INT
IS T
HE
CO
MBI
NED
CAP
ACIT
Y PO
INT
FOR
TH
E G
IVEN
AP
PLIC
ATI
ON
.
6.) C
ON
NE
CT
THE
VER
TIC
AL R
ESTR
AIN
T C
APAC
ITY,
CO
MBI
NED
RES
TRA
INT
CA
PAC
ITY
, AN
D T
HE
HO
RIZ
ON
TAL
RES
TRA
INT
CA
PAC
ITY
POIN
TS T
HAT
YO
U
P
LOTT
ED F
OR
YO
UR
APP
LIC
ATI
ON
. TH
IS W
ILL
PRO
DU
CE
THE
RES
TRAI
NT
CA
PAC
ITY
ENVE
LOPE
FO
R Y
OU
R A
PPL
ICA
TIO
N.
7.
) FO
R T
HE
RES
TRAI
NT
TO B
E S
UIT
ABL
E FO
R T
HE
APPL
ICAT
ION
, ALL
WO
RST
CA
SE S
EIS
MIC
LO
AD
CO
MBI
NAT
ION
S M
US
T FA
LL W
ITH
IN T
HE
RES
TRAI
NT
EN
VELO
PE.
6 5 4 3
#1 V
ER
TIC
ALR
ESTR
AIN
TC
APA
CIT
Y
#3 H
OR
IZO
NTA
LR
ESTR
AIN
TC
APA
CIT
Y
345
#4 V
ER
TIC
ALR
ESTR
AIN
TC
APA
CIT
Y
#6 H
OR
IZO
NTA
LR
ESTR
AIN
TC
APA
CIT
Y
345
34
43
12
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:
P2.2.4
FMSC SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.300 (2-D DATA) RELEASE DATE: 4/20/04
SPEC
IFIC
ATI
ON
S:1.
) 3-A
XIS
RE
STR
AIN
T W
ITH
REP
LAC
EABL
E
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
2.) H
OT
DIP
PED
GAL
VAN
IZED
.3.
) HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N.
4.) C
AN B
E U
SED
WIT
H O
R W
ITH
OU
T SP
RIN
G
CO
IL(S
).
10.8
7
5.44
4.50
0.75
0.75
8.006.00
4X Ø
0.56
3.00
9.00
0.94
3.00
TYP
6X Ø
0.69
4.75
0.94
3.00
0.75
4.75
9.50
1.12
OPE
RAT
ING
CLE
ARAN
CE
6.000.
88
4.62
3.00
6.00
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:
P2.2.4
FMSC SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.300 (2-D DATA) RELEASE DATE: 4/20/04
INTR
UC
TIO
NS
FO
R C
ON
STR
UC
TIO
N O
F A
CAP
ACIT
Y E
NVE
LOP
E:
1.) T
O G
EN
ERAT
E T
HE
SE
ISM
IC R
EST
RAI
NT
CA
PAC
ITY
EN
VELO
PE, T
HE
HIG
HE
ST IS
OLA
TOR
LO
AD
FO
R T
HE
PIE
CE
OF
EQ
UIP
ME
NT
UN
DER
RE
VIEW
IS U
SED
AS
A S
TAR
TIN
G P
OIN
T.
2.) D
ETER
MIN
E W
HE
THE
R T
HE
ATT
ACH
MEN
T IS
TO
BE
TO
STE
EL, S
ELE
CT
FIG
UR
E 2
, OR
CO
NC
RET
E, S
ELE
CT
FIG
UR
E 3
.
3.) T
HE
VE
RTI
CAL
RES
TRA
INT
CA
PAC
ITY
@ T
HE
LO
AD D
ETE
RM
INE
D IN
STE
P 1
IS R
EAD
FR
OM
CU
RV
E #
1 (F
IG. 2
) OR
CU
RVE
#4
(FIG
. 3) A
ND
PLO
TTE
D O
N T
HE
VER
TIC
AL A
XIS
OF
FIG
UR
E 1
.
4.) T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y @
TH
E L
OAD
DE
TER
MIN
ED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.
) TH
E C
OM
BIN
ED R
EST
RAI
NT
CAP
ACIT
Y IS
TH
E P
OIN
T W
HE
RE
VE
RTI
CAL
& H
OR
IZO
NTA
L C
AP
ACIT
IES
AR
E E
QU
AL. T
HE
CO
MB
INE
D R
ESTR
AIN
T C
APA
CIT
Y @
TH
E L
OA
D D
ETE
RM
INED
IN S
TEP
1 IS
RE
AD
FR
OM
CU
RV
E #
2 (F
IG. 2
) OR
CU
RV
E #
5 (F
IG. 3
). D
RA
W A
HO
RIZ
ON
TAL
LIN
E F
RO
M T
HIS
VA
LUE
ON
TH
E
V
ER
TIC
AL A
XIS
, AN
D A
VE
RTI
CAL
LIN
E F
RO
M T
HIS
VAL
UE
ON
TH
E H
OR
IZO
NTA
L A
XIS
. TH
E IN
TER
SEC
TIO
N P
OIN
T IS
TH
E C
OM
BIN
ED
CAP
ACIT
Y P
OIN
T FO
R
T
HE
GIV
EN
APP
LIC
ATIO
N.
6.
) CO
NN
ECT
THE
VE
RTI
CAL
RE
STR
AIN
T C
APAC
ITY
, CO
MB
INE
D R
ESTR
AIN
T C
APA
CIT
Y, A
ND
TH
E H
OR
IZO
NTA
L R
ESTR
AIN
T C
APA
CIT
Y P
OIN
TS T
HAT
YO
U
P
LOTT
ED
FO
R Y
OU
R A
PPLI
CAT
ION
. TH
IS W
ILL
PR
OD
UC
E T
HE
RES
TRAI
NT
CAP
ACIT
Y E
NV
ELO
PE F
OR
YO
UR
AP
PLIC
ATIO
N.
7.
) FO
R T
HE
RE
STR
AIN
T TO
BE
SU
ITAB
LE F
OR
TH
E A
PPL
ICAT
ION
, ALL
WO
RS
T C
ASE
SE
ISM
IC L
OA
D C
OM
BIN
ATIO
NS
MU
ST F
ALL
WIT
HIN
TH
E R
ESTR
AIN
T
E
NV
ELO
PE.
#1 V
ERTI
CAL
RES
TRAI
NT
CAPA
CIT
Y
ISO
LATO
R L
OAD
LBS
X 1
000
#5 C
OM
BIN
EDVE
RT.=
HO
R.R
ESTR
AIN
TC
APAC
ITY
ATTA
CHM
ENT
TOC
ON
CR
ETE
CAPA
CIT
YEN
VELO
PE.
18 14 10 6 220 16 12 8 4 0
#3 H
OR
IZO
NTA
L R
ESTR
AINT
CAP
ACIT
Y
108
64
11 9 7 5 3 1
2
VERTICAL FORCE LBS X 1000
10
002468
RESTRAINT CAPACITY LBS X 1000
FIG
UR
E 2
STEE
L AT
TAC
HM
ENT
ISO
LATO
R L
OAD
LBS
X 1
000
#2 C
OM
BIN
EDVE
RT.=
HO
R.R
ESTR
AIN
TC
APAC
ITY
HO
RIZ
ON
TAL
FOR
CE
LBS
X 1
000
FIG
UR
E 1
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE
#6
#5#4
1814
106
28
1216
#2
ATTA
CHM
ENT
TOST
EEL
CAP
ACIT
YEN
VELO
PE.
04
#1
#3
42
001234567891011
2622
2824
20
RESTRAINT CAPACITY LBS X 1000
#6 H
OR
IZO
NTA
L R
ESTR
AINT
CAP
ACIT
Y
108
6
FIG
UR
E 3
CO
NC
RET
E AT
TAC
HM
ENT
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:
P2.2.5
FMSD SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.400 (2-D DATA) RELEASE DATE: 4/26/04
13.7
5
6.88
5.13
0.94
0.94
10.3
84X
Ø0.
69
3.50
7.00
1.13
11.5
05.
75TY
P5X
Ø0.
81
1.13
3.50
1.13
6.13
12.2
5
5.13
8.25
3.50
5.50
1.00
7.00
1.25
OPE
RAT
ING
CLE
ARAN
CE
SPEC
IFIC
ATI
ON
S:1.
) 3-A
XIS
RE
STR
AIN
T W
ITH
REP
LAC
EABL
E
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
2.) H
OT
DIP
PED
GAL
VAN
IZED
.3.
) HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G
DU
RIN
G E
QU
IPM
EN
T ER
ECTI
ON
.4.
) CAN
BE
USE
D W
ITH
OR
WIT
HO
UT
SPR
ING
C
OIL
(S).
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:
P2.2.5
FMSD SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.400 (2-D DATA) RELEASE DATE: 4/26/04
INTR
UC
TIO
NS
FOR
CO
NST
RU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE, T
HE
HIG
HES
T IS
OLA
TOR
LO
AD F
OR
TH
E PI
ECE
OF
EQU
IPM
ENT
UN
DER
REV
IEW
IS U
SED
AS
A ST
ARTI
NG
PO
INT.
2.
) DET
ERM
INE
WH
ETH
ER T
HE
ATTA
CH
MEN
T IS
TO
BE
TO S
TEEL
, SEL
ECT
FIG
UR
E 2,
OR
CO
NC
RET
E, S
ELEC
T FI
GU
RE
3.
3.) T
HE
VER
TIC
AL R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
1 (F
IG. 2
) OR
CU
RVE
#4
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E
V
ER
TIC
AL A
XIS
OF
FIG
UR
E 1.
4.
) TH
E H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.) T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y IS
TH
E PO
INT
WH
ERE
VER
TIC
AL &
HO
RIZ
ON
TAL
CAP
ACIT
IES
ARE
EQU
AL. T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#2
(FIG
. 2) O
R C
UR
VE #
5 (F
IG. 3
). D
RAW
A H
OR
IZO
NTA
L LI
NE
FRO
M T
HIS
VAL
UE
ON
TH
E
V
ERTI
CAL
AXI
S, A
ND
A V
ERTI
CAL
LIN
E FR
OM
TH
IS V
ALU
E O
N T
HE
HO
RIZ
ON
TAL
AXIS
. TH
E IN
TER
SEC
TIO
N P
OIN
T IS
TH
E C
OM
BIN
ED C
APAC
ITY
POIN
T FO
R
T
HE
GIV
EN A
PPLI
CAT
ION
.
6.) C
ON
NEC
T TH
E VE
RTI
CAL
RES
TRAI
NT
CAP
ACIT
Y, C
OM
BIN
ED R
ESTR
AIN
T C
APAC
ITY,
AN
D T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y PO
INTS
TH
AT Y
OU
PLO
TTED
FO
R Y
OU
R A
PPLI
CAT
ION
. TH
IS W
ILL
PRO
DU
CE
THE
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE F
OR
YO
UR
APP
LIC
ATIO
N.
7.
) FO
R T
HE
RES
TRAI
NT
TO B
E SU
ITAB
LE F
OR
TH
E AP
PLIC
ATIO
N, A
LL W
OR
ST C
ASE
SEIS
MIC
LO
AD C
OM
BIN
ATIO
NS
MU
ST F
ALL
WIT
HIN
TH
E R
ESTR
AIN
T
E
NVE
LOPE
.
ISO
LATO
R L
OAD
LBS
X 1
000
6
#4 V
ER
TIC
ALR
ESTR
AIN
TC
APAC
ITY
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CAP
ACIT
Y
#6 H
OR
IZO
NTA
LR
ESTR
AIN
TC
APAC
ITY
FIG
UR
E 3
CO
NC
RE
TE A
TTAC
HM
EN
T
ATTA
CH
MEN
T TO
CO
NC
RET
E C
APAC
ITY
ENV
ELO
PE.
18 14 10 6 216 12 8 4 0
#3 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
108
64
18 14 10 6 2
2
VERTICAL FORCE LBS X 1000
00481216
RESTRAINT CAPACITY LBS X 1000
FIG
UR
E 2
STE
EL A
TTA
CH
ME
NT
ISO
LATO
R L
OAD
LBS
X 1
000
#1 V
ER
TIC
ALR
ESTR
AIN
TC
APAC
ITY
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
ATTA
CH
MEN
T TO
STEE
L C
APAC
ITY
ENV
ELO
PE.
FIG
UR
E 1
RES
TRAI
NT
CA
PAC
ITY
EN
VEL
OP
E
#3#6
#5
#4
1814
106
28
1216
#2
04
#1
16 12 8 4 00
2
26101418
4
RESTRAINT CAPACITY LBS X 1000
2622
2824
208
10
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:
P2.2.6
FMSE SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.500 (2-D DATA) RELEASE DATE: 5/4/04
SPEC
IFIC
ATI
ON
S:1.
) 3-A
XIS
RES
TRAI
NT
WIT
H R
EP
LAC
EAB
LE
NE
OP
REN
E S
NU
BB
ING
ELE
ME
NTS
.2.
) HO
T D
IPP
ED
GA
LVAN
IZE
D.
3.) H
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
D
UR
ING
EQ
UIP
MEN
T ER
ECTI
ON
.4.
) CA
N B
E U
SE
D W
ITH
OR
WIT
HO
UT
SPR
ING
C
OIL
(S).
7.75
1.13
4X Ø
0.81
18.0
0
9.00
10.0
0
5.00
1.13
12.7
510
.00
5X Ø
1.06
15.0
0
1.50
1.50
4.63 1.50
15.0
07.
501.
63 O
PER
ATIN
G C
LEAR
ANC
E
8.00
1.25
7.25
5.00
6.50
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:
P2.2.6
FMSE SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.500 (2-D DATA) RELEASE DATE: 5/4/04
ATTA
CH
MEN
T TO
CO
NC
RET
E C
APAC
ITY
ENVE
LOPE
.
VERTICAL FORCE LBS X 1000
RESTRAINT CAPACITY LBS X 1000
0048121620
25
#2 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CA
PAC
ITY
10 8 6 4 2 00
515
2010
ISO
LATO
R L
OAD
LBS
X 1
000
FIG
UR
E 2
STE
EL A
TTAC
HM
ENT
#1 V
ERTI
CAL
RES
TRAI
NT
CA
PAC
ITY
28
2428323640
#3 H
OR
IZO
NTA
LR
ESTR
AIN
TC
APA
CIT
Y
26 24 22 1820 16 14 12
RESTRAINT CAPACITY LBS X 1000
20
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CA
PAC
ITY
ISO
LATO
R L
OAD
LBS
X 1
000
FIG
UR
E 3
CO
NC
RET
E A
TTA
CH
MEN
T
#2 #6
#5
510
15
2 010 8 6 4
048
4440
3632
2824
1620
128
4H
OR
IZO
NTA
L FO
RC
E LB
S X
1000
5256
#3
FIG
UR
E 1
RES
TRAI
NT
CA
PAC
ITY
EN
VE
LOPE
ATTA
CH
MEN
T TO
STEE
L C
APAC
ITY
ENVE
LOPE
.
25
#4 V
ERTI
CAL
RES
TRAI
NT
CAP
ACIT
Y
#6 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
121416182022
INTR
UC
TIO
NS
FOR
CO
NST
RU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE, T
HE
HIG
HES
T IS
OLA
TOR
LO
AD F
OR
TH
E PI
ECE
OF
EQ
UIP
MEN
T U
ND
ER R
EVI
EW IS
USE
D A
S A
STAR
TIN
G P
OIN
T.
2.) D
ETER
MIN
E W
HET
HER
TH
E AT
TAC
HM
ENT
IS T
O B
E TO
STE
EL, S
ELEC
T FI
GU
RE
2, O
R C
ON
CR
ETE,
SEL
ECT
FIG
UR
E 3.
3.
) TH
E VE
RTI
CAL
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#1
(FIG
. 2) O
R
C
UR
VE #
4 (F
IG. 3
) AN
D P
LOTT
ED O
N T
HE
VER
TIC
AL A
XIS
OF
FIG
UR
E 1.
4.
) TH
E H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.) T
HE
CO
MB
INED
RES
TRAI
NT
CAP
ACIT
Y IS
TH
E PO
INT
WH
ERE
VER
TIC
AL &
HO
RIZ
ON
TAL
CAP
ACIT
IES
ARE
EQU
AL. T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#2
(FIG
. 2) O
R C
UR
VE #
5
(
FIG
. 3).
DR
AW A
HO
RIZ
ON
TAL
LIN
E FR
OM
TH
IS V
ALU
E O
N T
HE
VER
TIC
AL A
XIS,
AN
D A
VER
TIC
AL L
INE
FRO
M T
HIS
VAL
UE
ON
TH
E H
OR
IZO
NTA
L AX
IS. T
HE
INTE
RSE
CTI
ON
PO
INT
IS T
HE
CO
MBI
NED
CAP
ACIT
Y PO
INT
FOR
TH
E G
IVEN
APP
LIC
ATIO
N.
6.
) CO
NN
ECT
THE
VER
TIC
AL R
ESTR
AIN
T C
APAC
ITY,
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y, A
ND
TH
E H
OR
IZO
NTA
L R
ESTR
AIN
T
C
APAC
ITY
POIN
TS T
HAT
YO
U P
LOTT
ED F
OR
YO
UR
APP
LIC
ATIO
N. T
HIS
WIL
L PR
OD
UC
E TH
E R
ESTR
AIN
T C
APAC
ITY
EN
VELO
PE F
OR
YO
UR
APP
LIC
ATIO
N.
7.
) FO
R T
HE
RES
TRAI
NT
TO B
E SU
ITAB
LE F
OR
TH
E AP
PLIC
ATIO
N, A
LL W
OR
ST C
ASE
SEIS
MIC
LO
AD C
OM
BIN
ATIO
NS
MU
ST
F
ALL
WIT
HIN
TH
E R
ESTR
AIN
T EN
VELO
PE.
#1 #4
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:
P2.2.7
FMSF SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.600 (2-D DATA) RELEASE DATE: 5/4/04
SPEC
IFIC
ATI
ON
S:1.
) 3-A
XIS
RES
TRA
INT
WIT
H R
EPL
AC
EAB
LE
NE
OP
RE
NE
SN
UBB
ING
ELE
ME
NTS
.2.
) HO
T D
IPP
ED
GA
LVAN
IZE
D.
3.) H
OU
SIN
GS
MA
Y B
E U
SE
D F
OR
BLO
CK
ING
D
UR
ING
EQ
UIP
MEN
T E
REC
TIO
N.
4.) C
AN B
E U
SED
WIT
H O
R W
ITH
OU
T SP
RIN
G
CO
IL(S
).
9.00
18.0
0
4X Ø
1.06
9.00
1.50
12.0
0
1.50
16.0
0
6.00
12.0
0
1.50
3.00
TYP
1.50
15.0
08X
Ø1.
06
7.50
9.50
19.0
0
1.50
5.00
6.00
8.50
1.00
1.75
OPE
RA
TIN
G C
LEAR
ANC
E
9.00
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:
P2.2.7
FMSF SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.600 (2-D DATA) RELEASE DATE: 5/4/04
ATTA
CH
MEN
T TO
CO
NC
RET
E C
APAC
ITY
ENVE
LOPE
. AN
CHO
REM
BED
MEN
T 9.
00 IN
.M
INIM
UM
.#5#4
#6#3
105
9075
6045
30
FIG
UR
E 1
RES
TRAI
NT
CAP
ACIT
Y EN
VEL
OPE
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
0015
135
120
00
2416
832
ATTA
CH
MEN
T TO
STEE
L C
APAC
ITY
ENVE
LOPE
.
#2
36 32 28 24
#4 V
ERTI
CAL
RES
TRAI
NT
CAP
ACIT
Y
#6 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
8121620 4
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CAP
ACIT
Y
RESTRAINT CAPACITY LBS X 1000
40
FIG
UR
E 2
STE
EL A
TTAC
HM
ENT
ISO
LATO
R L
OAD
LBS
X 1
000
1632
248
00
400
0
90 75 60 45 30
#3 H
OR
IZO
NTA
LR
ESTR
AIN
TC
APAC
ITY
24283240 36444852566064
#1 V
ERTI
CAL
RES
TRAI
NT
CAP
ACIT
Y
48121620
15
#2 C
OM
BIN
EDVE
RT.
=HO
R.
RES
TRAI
NT
CAP
ACIT
Y
RESTRAINT CAPACITY LBS X 1000
VERTICAL FORCE LBS X 1000
#1
FIG
UR
E 3
CO
NC
RET
E AT
TAC
HM
ENT
ISO
LATO
R L
OAD
LBS
X 1
000
INTR
UC
TIO
NS
FOR
CO
NST
RU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE, T
HE
HIG
HES
T IS
OLA
TOR
LO
AD F
OR
TH
E PI
ECE
OF
EQ
UIP
MEN
T U
ND
ER R
EVIE
W IS
USE
D A
S A
STAR
TIN
G P
OIN
T.
2.) D
ETER
MIN
E W
HET
HER
TH
E AT
TAC
HM
ENT
IS T
O B
E TO
STE
EL, S
ELEC
T FI
GUR
E 2,
OR
CO
NC
RET
E, S
ELEC
T FI
GU
RE
3.
3.) T
HE
VER
TIC
AL R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
1 (F
IG. 2
) OR
CU
RVE
#4
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E VE
RTI
CAL
AXI
S O
F FI
GU
RE
1.
4.) T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#3
(FIG
. 2) O
R
C
UR
VE #
6 (F
IG. 3
) AN
D P
LOTT
ED O
N T
HE
HO
RIZ
ON
TAL
AXIS
OF
FIG
UR
E 1.
5.
) TH
E C
OM
BIN
ED R
ESTR
AIN
T C
APAC
ITY
IS T
HE
POIN
T W
HER
E VE
RTI
CAL
& H
OR
IZO
NTA
L C
APAC
ITIE
S AR
E EQ
UAL
. TH
E
C
OM
BIN
ED R
ESTR
AIN
T C
APAC
ITY
@ T
HE
LOAD
DET
ER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#2
(FIG
. 2) O
R C
UR
VE #
5
(
FIG
. 3).
DR
AW A
HO
RIZ
ON
TAL
LIN
E FR
OM
TH
IS V
ALU
E O
N T
HE
VER
TIC
AL A
XIS,
AN
D A
VER
TIC
AL L
INE
FRO
M T
HIS
VAL
UE
ON
TH
E H
OR
IZO
NTA
L AX
IS. T
HE
INTE
RSE
CTI
ON
PO
INT
IS T
HE
CO
MBI
NED
CAP
ACIT
Y PO
INT
FOR
TH
E G
IVEN
APP
LIC
ATIO
N.
6.) C
ON
NEC
T TH
E VE
RTI
CAL
RES
TRA
INT
CA
PAC
ITY,
CO
MBI
NED
RES
TRA
INT
CAP
ACIT
Y, A
ND
TH
E HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y PO
INTS
TH
AT Y
OU
PLO
TTED
FO
R Y
OU
R A
PPLI
CAT
ION
. TH
IS W
ILL
PRO
DU
CE
THE
RES
TRAI
NT
CAPA
CIT
Y
E
NVE
LOPE
FO
R Y
OU
R A
PPLI
CAT
ION
.
7.) F
OR
TH
E R
ESTR
AIN
T TO
BE
SUIT
ABLE
FO
R T
HE
APPL
ICAT
ION
, ALL
WO
RST
CAS
E SE
ISM
IC L
OAD
CO
MBI
NAT
IONS
MU
ST
F
ALL
WIT
HIN
TH
E R
ESTR
AIN
T EN
VELO
PE.
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:
P2.2.8
FMSG SUBMITTAL DATAPAGE 1 OF 2 – DRAWING: S-01-40.700 (2-D DATA) RELEASE DATE: 5/4/04
SPEC
IFIC
ATIO
NS:
1.) 3
-AXI
S R
ESTR
AIN
T W
ITH
REP
LAC
EABL
E
NEO
PREN
E SN
UBB
ING
ELE
MEN
TS.
2.) H
OT
DIP
PED
GAL
VAN
IZED
.3.
) HO
USI
NG
S M
AY B
E U
SED
FO
R B
LOC
KIN
G
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N.
4.) C
AN B
E U
SED
WIT
H O
R W
ITH
OU
T SP
RIN
G
CO
IL(S
).
23.5
0
11.7
5Ø
1.38
TO
Ø1.
06BU
SHIN
G F
OR
POST
INST
ALLE
DC
ON
CR
ETE
ANC
HO
RS
16.0
0
8.00 4X
Ø1.
3720
.75
1.88
1.88
12.2
5
1.88
9.88
1.88
19.7
5
5X Ø
1.37
7.63
12.2
524
.50
6.25
1.50
8.00
10.7
5
1.00
10.0
0
1.50
OPE
RAT
ING
CLE
ARAN
CE
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:
P2.2.8
FMSG SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.700 (2-D DATA) RELEASE DATE: 5/4/04
FIG
UR
E 2
STEE
L AT
TAC
HM
ENT
ISO
LATO
R L
OAD
LBS
X 1
000
1020
155
00
250
0
90 75 60 45 30
#3 H
OR
IZO
NTA
L R
ESTR
AIN
T C
APAC
ITY
48566480 72
#1 V
ERTI
CA
LR
EST
RAI
NT
CA
PAC
ITY
816243240
15
#2 C
OM
BIN
EDVE
RT.
=HO
R.
RE
STR
AIN
TC
APA
CIT
Y
RESTRAINT CAPACITY LBS X 1000
VERTICAL FORCE LBS X 1000
#1
FIG
UR
E 3
CO
NC
RET
E AT
TAC
HM
ENT
ISO
LATO
R L
OAD
LBS
X 1
000
#6#3
105
9075
6045
30
FIG
UR
E 1
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
0015
2015
105
135
120
00
#5
ATTA
CH
MEN
T TO
STEE
L C
APAC
ITY
ENVE
LOPE
.
#2
8162432404856647280
#4 V
ERTI
CA
LR
EST
RAI
NT
CA
PAC
ITY
#6 H
OR
IZO
NTA
LR
EST
RAI
NT
CA
PAC
ITY
#5 C
OM
BIN
EDVE
RT.
=HO
R.
RE
STR
AIN
TC
APA
CIT
Y
RESTRAINT CAPACITY LBS X 1000
25AT
TAC
HM
ENT
TOC
ON
CR
ETE
CAP
ACIT
YEN
VELO
PE.
AN
CH
OR
EMBE
DM
EN
T 9.
00 IN
.M
INIM
UM
.
#4
INTR
UC
TIO
NS
FOR
CO
NST
RU
CTI
ON
OF
A C
APAC
ITY
ENVE
LOPE
:
1.) T
O G
ENER
ATE
THE
SEIS
MIC
RES
TRAI
NT
CAP
AC
ITY
ENVE
LOPE
, TH
E H
IGH
EST
ISO
LATO
R L
OAD
FO
R T
HE
PIEC
E O
F EQ
UIP
MEN
T U
ND
ER R
EVIE
W IS
USE
D
A
S A
STAR
TIN
G P
OIN
T.
2.) D
ETER
MIN
E W
HET
HER
TH
E AT
TAC
HM
ENT
IS T
O B
E TO
STE
EL, S
ELEC
T FI
GU
RE
2, O
R C
ON
CR
ETE,
SEL
ECT
FIG
UR
E 3.
3.
) TH
E VE
RTI
CAL
RES
TRAI
NT
CA
PAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
1 (F
IG. 2
) OR
CU
RVE
#4
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E
V
ERTI
CAL
AXI
S O
F FI
GU
RE
1.
4.) T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CA
PAC
ITY
@ T
HE
LOAD
DET
ERM
INED
IN S
TEP
1 IS
REA
D F
RO
M C
UR
VE #
3 (F
IG. 2
) OR
CU
RVE
#6
(FIG
. 3) A
ND
PLO
TTED
ON
TH
E H
OR
IZO
NTA
L AX
IS O
F FI
GU
RE
1.
5.) T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y IS
TH
E PO
INT
WH
ERE
VER
TIC
AL &
HO
RIZ
ON
TAL
CAP
ACIT
IES
ARE
EQU
AL. T
HE
CO
MBI
NED
RES
TRAI
NT
CAP
ACIT
Y @
TH
E LO
AD D
ETER
MIN
ED IN
STE
P 1
IS R
EAD
FR
OM
CU
RVE
#2
(FIG
. 2) O
R C
UR
VE #
5 (F
IG. 3
). D
RAW
A H
OR
IZO
NTA
L LI
NE
FRO
M T
HIS
VAL
UE
ON
TH
E
V
ERTI
CAL
AXI
S, A
ND
A V
ER
TIC
AL L
INE
FRO
M T
HIS
VAL
UE
ON
TH
E H
OR
IZO
NTA
L AX
IS. T
HE
INTE
RSE
CTI
ON
PO
INT
IS T
HE
CO
MBI
NED
CAP
ACIT
Y PO
INT
FOR
TH
E G
IVEN
APP
LIC
ATIO
N.
6.
) CO
NN
ECT
THE
VER
TIC
AL R
ESTR
AIN
T C
APAC
ITY,
CO
MBI
NE
D R
ESTR
AIN
T C
APAC
ITY
, AN
D T
HE
HO
RIZ
ON
TAL
RES
TRAI
NT
CAP
ACIT
Y PO
INTS
TH
AT Y
OU
PLO
TTED
FO
R Y
OU
R A
PPLI
CAT
ION
. TH
IS W
ILL
PRO
DU
CE
THE
RES
TRAI
NT
CAP
ACIT
Y EN
VELO
PE F
OR
YO
UR
APP
LIC
ATIO
N.
7.
) FO
R T
HE
RES
TRAI
NT
TO B
E SU
ITAB
LE F
OR
TH
E AP
PLI
CAT
ION
, ALL
WO
RST
CAS
E S
EISM
IC L
OAD
CO
MBI
NAT
ION
S M
UST
FAL
L W
ITH
IN T
HE
RES
TRAI
NT
EN
VELO
PE.
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:
P2.3.1
1 DEFLECTION – SINGLE “A” COIL ISOLATION SUBMITTAL DATAPAGE 1 OF 2 RELEASE DATE: 5/4/04
1 Deflection – Single “A” Coil Set – 35 lbs to 800 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-35 AA/A/B 35 1.52 23.0 Blue/----- 231-70 AA/A/B 70 1.36 51.5 Green/----- 51
1-120 AA/A/B 120 1.18 101.7 Gray/----- 1021-220 AA/A/B 220 1.07 205.6 Brown/----- 2061-370 AA/A/B 370 0.96 385.4 Orange/----- 3851-500 AA/A/B 500 1.00 500.0 Beige/----- 5001-600 AA/A/B 600 1.00 600.0 Chrome/----- 6001-700 AA/A/B 700 1.00 700.0 Beige/White 7001-805 AA/A/B 800 1.00 800.0 Chrome/White 800
5.37FREE
HEIGHT
ZINC PLATEDCOUPLING NUT
ZINC PLATEDSPRING CAP
ZINC PLATEDSTEEL WASHER
POWDER COATED1" DEFLECTION
"A" COIL SPRINGS
NEOPRENESPRING CUP
3/8-16 UNCZINC PLATED
HANGER ROD
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:
P2.3.1
1 DEFLECTION – DOUBLE “A” COIL ISOLATION SUBMITTAL DATAPAGE 2 OF 2 RELEASE DATE: 5/4/04
1 Deflection – Double “A” Coil Sets – 740 lbs to 1,600 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-740 AA/A/B 740 0.96 770.8 Orange/----- 7711-840 AA/A/B 840 1.07 811.2 Brown/White 811
1-1000 AA/A/B 1,000 1.00 1,000.0 Beige/----- 1,0001-1200 AA/A/B 1,200 1.00 1,200.0 Chrome/----- 1,2001-1400 AA/A/B 1,400 1.00 1,400.0 Beige/White 1,4001-1600 ----/A/B 1,600 1.00 1,600.0 Chrome/White 1,600
POWDER COATED1" DEFLECTION
"A" COIL SPRINGS
NEOPRENESPRING CUPS
3/8-16 UNCZINC PLATED
HANGER ROD
5.62FREE
HEIGHT
ZINC PLATEDCOUPLING NUT
ZINC PLATEDSTEEL WASHER
PAINTEDSPRING LOAD
PLATE WELDMENT
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:
P2.3.2
1 DEFLECTION – SINGLE “C” COIL ISOLATION SUBMITTAL DATAPAGE 1 OF 4 RELEASE DATE: 5/6/04
1 Deflection – Single “C” Coil Set – 250 lbs to 3,500 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-250 A/B/C/D/E 250 1.79 139.7 Blue/----- 1401-450 A/B/C/D/E 450 1.54 292.2 Green/----- 2921-625 A/B/C/D/E 625 1.44 434.0 Black/----- 4341-800 A/B/C/D/E 800 1.31 610.7 Gray/----- 611
1-1000 A/B/C/D/E 1,000 1.15 869.6 Red/----- 8701-1250 A/B/C/D/E 1,250 1.09 1,146.8 Brown/----- 1,1471-1700 A/B/C/D/E 1,700 0.95 1,789.5 Orange/----- 1,7901-2100 A/B/C/D/E 2,080 0.95 2,189.5 Orange/Gray 2,1901-2465 A/B/C/D/E 2,465 1.00 2,465.0 Blue/----- 2,4651-2865 A/B/C/D/E 2,865 1.00 2,865.0 Blue/Gray 2,8651-3500 A/B/C/D/E 3,500 1.00 3,500.0 Blue/Brown 3,500
FREE HEIGHT7.14
FMSA/B/C/D/E
ZINC PLATEDHANGER ROD
1/2-13 UNCFMSA/B/C/D/E
ZINC PLATEDCOUPLING NUT
ZINC PLATEDSTEEL WASHER
POWDER COATED1" DEFLECTION
"C" COIL SPRINGS
ZINC PLATEDSPRING CAP
NEOPRENESPRING CUP
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:
P2.3.2
1” DEFLECTION – DOUBLE “C” COIL ISOLATION SUBMITTAL DATAPAGE 2 OF 4 RELEASE DATE: 5/6/04
1 Deflection – Double “C” Coil Sets – 3,400 lbs to 7,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-3400 C/D/E/F/G 3,400 0.95 3,579.0 Orange/----- 3,5791-4200 C/D/E/F/G 4,160 0.95 4,379.0 Orange/Gray 4,3791-4930 C/D/E/F/G 4,930 1.00 4,930.0 Blue/----- 4,9301-5730 C/D/E/F/G 5,730 1.00 5,370.0 Blue/Gray 5,7301-7000 --/D/E/F/G 7,000 1.00 7,000.0 Blue/Brown 7,000
ZINC PLATEDCOUPLING NUTS
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED1" DEFLECTION
"C" COIL SPRINGS
7.89FREE
HEIGHT
DOUBLE ZINC PLATEDHANGER ROD NUTS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
3/4-10 UNCFMSC/D/E/F/G
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:
P2.3.2
1” DEFLECTION – TRIPLE “C” COIL ISOLATION SUBMITTAL DATAPAGE 3 OF 4 RELEASE DATE: 5/6/04
1 Deflection – Triple “C” Coil Sets – 3,750 lbs to 10,500 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-3750 C/D/E/F/G 3,750 1.09 3,440.4 Brown/----- 3,4401-5100 C/D/E/F/G 5,100 0.95 5,368.5 Orange/----- 5,369†1-5900 C/D/E/F/G 5,860 0.95 6,168.5 Orange/Gray 6,169‡1-6300 C/D/E/F/G 6,240 0.95 6,568.5 Orange/Gray 6,5691-7395 --/D/E/F/G 7,395 1.00 7,395.0 Blue/----- 7,395†1-8195 --/D/E/F/G 8,195 1.00 8,195.0 Blue/Gray 8,195‡1-8595 --/D/E/F/G 8,595 1.00 8,595.0 Blue/Gray 8,595†1-9500 --/D/E/F/G 9,465 1.00 9,465.0 Blue/Brown 9,465
‡1-10500 --/--/E/F/G 10,500 1.00 10,500.0 Blue/Brown 10,500†Center coil set does not contain an inner coil.‡Center coil set contains an inner coil and requires a special load washer.
ZINC PLATEDHANGER ROD
3/4-10 UNCFMSC/D/E/F/G
DOUBLE ZINC PLATEDHANGER ROD NUTS
ZINC PLATEDCOUPLING NUTS
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED1" DEFLECTION
"C" COIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
7.89FREE
HEIGHT
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:
P2.3.2
1” DEFLECTION – QUAD “C” COIL ISOLATION SUBMITTAL DATAPAGE 4 OF 4 RELEASE DATE: 5/6/04
1 Deflection – Quad “C” Coil Sets – 9,860 lbs to 14,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
LOAD@
1 IN.DEFLECT
ION(LBS)
1-9860 E/F/G 9,860 1.00 9,860.0 Blue/----- 9,8601-11460 E/F/G 11,460 1.00 11,460.0 Blue/Gray 11,4601-14000 E/F/G 14,000 1.00 14,000.0 Blue/Brown 14,000
ZINC PLATEDCOUPLING NUTS
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED1" DEFLECTION
"C" COIL SPRINGS
7.89FREE
HEIGHT
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
1-8 UNCFMSE/F/G
DOUBLE ZINC PLATEDHANGER ROD NUTS
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:
P2.3.3
2 DEFL. – 100 to 2,000 SINGLE COIL ISOLATION SUBMITTAL DATAPAGE 1 OF 6 RELEASE DATE: 5/11/04
2 Deflection – Single Coil Set – 100 lbs to 2,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
2-100 B/C/D/E 100 2.00 50.0 Gray/-----2-250 B/C/D/E 250 2.00 125.0 Blue/-----2-500 B/C/D/E 500 2.00 250.0 Green/-----2-750 B/C/D/E 750 2.00 375.0 Black/-----2-995 B/C/D/E 995 2.00 497.5 Orange/-----
2-1395 B/C/D/E 1,395 2.00 697.5 Orange/Green2-1600 B/C/D/E 1,600 2.00 800.0 Red/-----2-1975 B/C/D/E 2,000 2.00 1,000.0 Red/Green
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHER
ZINC PLATED STEELSPRING CAP
POWDER COATED2" DEFLECTIONCOIL SPRINGS
NEOPRENESPRING CAP
ZINC PLATED HANGERROD 1/2-13 UNC
FMSB/C/D/E
8.10FREE
HEIGHT
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:
P2.3.3
2 DEFL. – 2,000 to 4,500 SINGLE COIL ISOLATION SUBMITTAL DATAPAGE 2 OF 6 RELEASE DATE: 5/11/04
2 Deflection – Single Coil Set – 2,000 lbs to 4,500 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/MIDDLE/INNER
2-2000 C/D/E 2,000 2.00 1,000.0 Orange/-----/-----2-2250 C/D/E 2,250 2.00 1,125.0 Orange/Blue/-----2-2500 C/D/E 2,500 2.00 1,250.0 Blue/-----/-----2-2750 C/D/E 2,750 2.00 1,375.0 Orange/Black/-----2-3000 C/D/E 3,000 2.00 1,500.0 Blue/Green/-----2-3600 C/D/E 3,600 2.00 1,800.0 Orange/Red/-----2-4500 C/D/E 4,500 2.00 2,250.0 Blue/Red/Green
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHER
PAINTEDLOAD PLATEWELDMENT
POWDER COATED2" DEFLECTIONCOIL SPRINGS
PAINTEDLOAD PLATE
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 3/4-10 UNC
FMSC/D/E
9.18FREE
HEIGHT
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:
P2.3.3
2 DEFL. – 1,990 to 4,000 DOUBLE COIL ISOLATION SUBMITTAL DATAPAGE 3 OF 6 RELEASE DATE5/11/04
2 Deflection – Double Coil Set – 1,990 lbs to 4,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/INNER
2-1990 B/C/D/E 1,990 2.00 995.0 Orange/-----2-2300 B/C/D/E 2,300 2.00 1,150.0 Black/Green2-2790 B/C/D/E 2,790 2.00 1,395.0 Orange/Green2-3200 B/C/D/E 3,200 2.00 1,600.0 Red/-----2-4000 B/C/D/E 4,000 2.00 2,000.0 Red/Green
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHERS
DOUBLE ZINC PLATEDHANGER ROD NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED2" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
1/2-13 UNC FMSB/C/D
~8.38FREE
HEIGHT
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:
P2.3.3
2” DEFL. – 5,000 to 9,000 DOUBLE COIL ISOLATION SUBMITTAL DATAPAGE 4 OF 6 RELEASE DATE: 5/12/04
2 Deflection – Double Coil Set – 5,000 lbs to 9,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD
(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/MIDDLE/INNER
2-5000 C/D/E/F/G 5,000 2.00 2,500.0 Blue/-----/-----2-5500 C/D/E/F/G 5,550 2.00 2,750.0 Orange/Black/-----2-6000 C/D/E/F/G 6,000 2.00 3,000.0 Blue/Green/-----2-7200 --/D/E/F/G 7,200 2.00 3,600.0 Orange/Red/-----2-9000 --/D/E/F/G 9,000 2.00 4,500.0 Blue/Red/Green
DOUBLE ZINC PLATEDHANGER ROD NUTS
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED2" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
3/4-10 UNCFMSC/D/E/F/G
~9.88FREE
HEIGHT
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:
P2.3.3
2” DEFL. – 9,100 to 13,500 TRIPLE COIL ISOLATION SUBMITTAL DATAPAGE 5 OF 6 RELEASE DATE: 5/12/04
2 Deflection – Triple Coil Set – 9,100 lbs to 13,500 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/MIDDLE/INNER
2-9100 D/E/F/G 9,000 2.00 4,500.0 Blue/Green/-----2-9750 D/E/F/G 9,750 2.00 4,875.0 Blue/Black/-----2-10800 --/E/F/G 10,800 2.00 5,400.0 Orange/Red/-----2-12000 --/E/F/G 12,000 2.00 6,000.0 Orange/Red/Green2-13500 --/E/F/G 13,500 2.00 6,750.0 Blue/Red/Green
DOUBLE ZINC PLATEDHANGER ROD NUTS
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED2" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
3/4-10 UNCFMSD/E/F/G
~9.88FREE
HEIGHT
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:
P2.3.3
2” DEFL. – 14,000 to 18,000 QUAD COIL ISOLATION SUBMITTAL DATAPAGE 6 OF 6 RELEASE DATE: 5/12/04
2 Deflection – QUAD Coil Set – 14,000 lbs to 18,000 lbs
ISOLATOR
MODEL
USEDWITHFMS
MODELS
RATED
LOAD(LBS)
DEFLECTION@
RATEDLOAD
(IN)
SPRINGRATE
(LBS/IN)
SPRINGCOLOR
OUTER/MIDDLE/INNER
2-14000 E/F/G 13,980 2.00 6,990.0 Blue/Orange/-----2-16000 E/F/G 16,000 2.00 8,000.0 Orange/Red/Green2-18000 E/F/G 18,000 2.00 4,500.0 Blue/Red/Green
DOUBLE ZINC PLATEDHANGER ROD NUTS
SPECIAL ZINC PLATEDADJUSTMENT NUTS
ZINC PLATEDSTEEL WASHERS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED2" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATEDHANGER ROD
1-8 UNC FMSE/F/G
~10.38FREE
HEIGHT
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:
P2.3.4
DEFL. – 100 to 1,600 SINGLE COIL ISOLATION SUBMITTAL DATAPAGE 1 OF 8 RELEASE DATE: 5/13/04
Deflection – Single Coil Set – 100 lbs to 1,600 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)SpringColor
4-100 C/D/E 100 4.00 25.0 Gray4-250 C/D/E 250 4.00 62.5 Blue4-500 C/D/E 500 4.00 125.0 Green4-750 C/D/E 750 4.00 187.5 Black
4-1000 C/D/E 1,000 4.00 250.0 Red4-1250 C/D/E 1,250 4.00 312.5 Brown4-1600 C/D/E 1,600 4.00 400.0 Orange
SPECIAL ZINC PLATEDADJUSTMENT NUT
ZINC PLATEDSTEEL WASHER
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTION
COIL SPRING
PAINTED BOTTOMSPRING LOAD PLATE
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 3/4-10 UNC FMSC/D/E
12.30FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 2,250 to 5,800 SINGLE COIL ISOLATION SUBMITTAL DATAPAGE 2 OF 8 RELEASE DATE: 5/13/04
Deflection – Single Coil Set – 2,250 lbs to 5,800 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)
SpringColor
Outer/Inner
4-2250 E/F/G 2,250 4.00 562.5 Beige/-----4-2750 E/F/G 2,750 4.00 687.5 Beige/Green4-3250 E/F/G 3,250 4.00 812.5 Beige/Red4-3900 E/F/G 3,850 4.00 962.5 Beige/Orange4-4200 E/F/G 4,200 4.00 1,050.0 Chrome/-----4-4700 E/F/G 4,700 4.00 1,175.0 Chrome/Green4-5200 E/F/G 5,200 4.00 1,300.0 Chrome/Red4-5800 E/F/G 5,800 4.00 1,450.0 Chrome/Orange
PAINTED TOPSPRING LOAD
PLATE WELDMENT
ZINC PLATEDSTEEL WASHER
SPECIAL ZINC PLATEDADJUSTMENT NUT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD PLATE
NEOPRENE SOUNISOLATION PAD
PAINTED BOTTOMSPRING LOAD PLATE
ZINC PLATED HANGERROD 1-8 UNC FMSE/F/G
13.84FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 1,500 to 3,200 DOUBLE COIL ISOLATION SUBMITTAL DATAPAGE 3 OF 8 RELEASE DATE: 5/13/04
Deflection – Double Coil Set – 1,500 lbs to 3,200 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)SpringColor
4-1500 C/D/E 1,500 4.00 375.0 Black4-2000 C/D/E 2,000 4.00 500.0 Red4-2500 C/D/E 2,500 4.00 625.0 Brown4-3200 C/D/E 3,200 4.00 800.0 Orange
SPECIAL ZINC PLATEDADJUSTMENT NUTS
ZINC PLATEDSTEEL WASHERS
DOUBLE ZINC PLATEDHANGER ROD NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 3/4-10 UNC FMSC/D/E
~12.88FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 5,500 to 11,600 DOUBLE COIL ISOLATION SUBMITTAL DATAPAGE 4 OF 8 RELEASE DATE: 5/13/04
Deflection – Double Coil Set – 5,500 lbs to 11,600 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)
SpringColor
Outer/Inner
4-5500 E/F/G 5,500 4.00 1,375.0 Beige/Green4-6500 E/F/G 6,500 4.00 1,625.0 Beige/Red4-7700 E/F/G 7,700 4.00 1,925.0 Beige/Orange4-8400 E/F/G 8,400 4.00 2,100.0 Chrome/-----4-9400 E/F/G 9,400 4.00 2,350.0 Chrome/Green4-10400 E/F/G 10,400 4.00 2,600.0 Chrome/Red4-11600 E/F/G 11,600 4.00 2,900.0 Chrome/Orange
DOUBLE ZINC PLATEDHANGER ROD NUTS
ZINC PLATEDSTEEL WASHERS
SPECIAL ZINC PLATEDADJUSTMENT NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 1-8 UNC FMSE/F/G
~15.19FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 3,000 to 4,800 TRIPLE COIL ISOLATION SUBMITTAL DATAPAGE 5 OF 8 RELEASE DATE: 5/13/04
Deflection – Triple Coil Set – 3,000 lbs to 4,800 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)SpringColor
4-3000 C/D/E/F/G 3,000 4.00 750.0 Red4-3750 C/D/E/F/G 3,750 4.00 937.5 Brown4-4800 C/D/E/F/G 4,800 4.00 1,200.0 Orange
SPECIAL ZINC PLATEDADJUSTMENT NUTS
ZINC PLATEDSTEEL WASHERS
DOUBLE ZINC PLATEDHANGER ROD NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 3/4-10 UNC
FMSC/D/E/F/G
~12.88FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 11,700 to 17,400 TRIPLE COIL ISOLATION SUBMITTAL DATAPAGE 6 OF 8 RELEASE DATE: 5/13/04
Deflection – Triple Coil Set – 11,700 lbs to 17,400 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)
SpringColor
Outer/Inner
4-11700 E/F/G 11,550 4.00 2,887.5 Beige/Orange4-14100 E/F/G 14,100 4.00 3,525.0 Chrome/Green4-17400 E/F/G 17,400 4.00 5,350.0 Chrome/Orange
DOUBLE ZINC PLATEDHANGER ROD NUTS
ZINC PLATEDSTEEL WASHERS
SPECIAL ZINC PLATEDADJUSTMENT NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 1-8 UNC FMSE1 1/4-7 UNC FMSF/G
~15.19FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 5,000 to 6,400 QUAD COIL ISOLATION SUBMITTAL DATAPAGE 7 OF 8 RELEASE DATE: 5/13/04
Deflection – Quad Coil Set – 5,000 lbs to 6,400 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)SpringColor
4-5000 C/D/E/F/G 5,000 4.00 1,250.0 Brown4-6400 --/D/E/F/G 6,400 4.00 1,600.0 Orange
SPECIAL ZINC PLATEDADJUSTMENT NUTS
ZINC PLATEDSTEEL WASHERS
DOUBLE ZINC PLATEDHANGER ROD NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD ZINC PLATED HANGER
ROD 3/4-10 UNCFMSC/D/E/F/G
~12.88FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.3.4
DEFL. – 17,800 to 23,200 QUAD COIL ISOLATION SUBMITTAL DATAPAGE 8 OF 8 RELEASE DATE: 5/13/04
Deflection – Quad Coil Set – 17,800 lbs to 23,200 lbs
IsolatorModel
UsedWithFMS
Models
RatedLoad(lbs)
Deflection@
RatedLoad(in)
SpringRate
(lbs/in)
SpringColor
Outer/Inner
4-17800 E/F/G 17,800 4.00 4,450.0 Chrome/Blue4-20800 E/F/G 20,800 4.00 5,200.0 Chrome/Red4-23200 --/F/G 23,200 4.00 5,800.0 Chrome/Orange
DOUBLE ZINC PLATEDHANGER ROD NUTS
ZINC PLATEDSTEEL WASHERS
SPECIAL ZINC PLATEDADJUSTMENT NUTS
PAINTED TOPSPRING LOAD
PLATE WELDMENT
POWDER COATED4" DEFLECTIONCOIL SPRINGS
PAINTED BOTTOMSPRING LOAD
PLATE WELDMENT
NEOPRENE SOUNDISOLATION PAD
ZINC PLATED HANGERROD 1-8 UNC FMSE1 1/4-7 UNC FMSF/G
~15.19FREE
HEIGHT
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRANIT SELECTION INFORMATIONPAGE 1 OF 12 RELEASE DATE: 4/27/07
FMS Isolator/Restraint Selection Information
The purpose of this section is to provide enough data to allow the reader to make apreliminary FMS Isolator/Restraint selection for your application. The final selectionshould be made with the help of Kinetics Noise Control Engineering. Since the FMS is aseismic device, a detailed analysis must be performed to ensure that the proper restraintand/or isolator model has been chosen for your application based on your building code,specification, geographical location, and geotechnical data.
Table P2.4-1 lists the various FMS models, and some of the basic application data.
Table P2.4-1; General Comparison of FMS Isolator/Restraint Models
FMSRESTRAINT
MODEL
SUBMITTALDRAWINGNUMBER
MAXIMUM1COMBINEDRESTRAINTCAPACITY(2STEEL)
(LB)
MAXIMUM1COMBINEDRESTRAINTCAPACITY
(3CONCRETE)(LB)
MAXIMUMISOLATION
RATING(LB)
APPROXIMATERESTRAINT
WEIGHT(LB)
FMSAA S-10-40.100 615 410 805 9.0
FMSA S-10-40.800 1,520 905 2,500 11.6
FMSB S-10-40.200 3,175 1,040 3,000 18.4
FMSC S-10-40.300 5,900 2,160 6,500 49.3
FMSD S-10-40.400 9,565 3,045 10,000 86.7
FMSE S-10-40.500 14,470 4,840 21,000 189.7
FMSF S-10-40.600 26,100 9,875 24,000 268.0
FMSG S-10-40.700 40,500 23,500 24,000 437.0
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 2 OF 12 RELEASE DATE: 4/27/07
Figure P2.4-1 shows the restraint capacity envelopes for the entire FMS family if therestraint is attached to structural steel. These curves are for non-isolated restraints. TheFMS family is unique in that isolation will change the restraint capacities of the unit, andquite often for the better. However, these curves will allow the reader to select one or twoFMS models that may fit their application. Figure P2.4-2 presents the restraint capacityenvelopes for the entire FMS family if the restraint is to be attached to 3,000 psi minimumcompressive strength steel reinforced concrete. Again, these curves are for non-isolatedrestraints. The restraint capacities are affected, normally in a positive manner, by theaddition of isolation to the system.
Tables P2.4-2 through P2.4-9 give the restraint capacities for the FMS family with variousisolation loads applied to the restraints. These values will allow the reader to make areasonable estimate as to whether a given isolator/restraint combination will work for theapplication under consideration. When a tentative selection has been made a plot of theappropriate capacity envelope should be constructed for the isolator/restraint combinationbeing used, see the appropriate submittal sheets for the selected FMS, and the actualload points plotted on the capacity envelope chart. If the actual load points fall inside thecapacity envelope, the selected FMS is adequate. If they do not fall inside the capacityenvelope, select the next largest FMS.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 3 OF 12 RELEASE DATE: 4/27/07
VERTICAL FORCE LBS X 1000
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
000
05101520
510
1520
2530
3540
4550
5560
6570
75
2530354045
FMSF
FMSG
FMSE
FMSD
FMSB FM
SC
FMSA
FMSA
A
Figure P2.4-2; FMS Restraint Capacity Envelopes for Steel Attachment.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 4 OF 12 RELEASE DATE: 4/27/07
VERTICAL FORCE LBS X 1000
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
000
05101520
510
1520
2530
3540
45
FMSG
FMSF
FMSB
FMSD
FMSC
FMSE
FMSA
FMSA
A
Figure P2.4-1; FMS Restraint Capacity Envelopes for Concrete Attachment.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 5 OF 12 RELEASE DATE: 4/27/07
Table P2.4-2; FMSAA Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 1,015 1,275 615 835 745 410100 1,070 1,375 655 910 845 465200 1,120 1,285 700 975 945 520300 1,170 1,185 740 1,030 1,045 570400 1,220 1,085 780 1,060 1,085 625500 1,265 985 820 1,065 985 675600 1,275 885 850 1,065 885 725700 1,275 885 755 1,065 785 755805 1,275 685 660 1,065 685 660
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRANIT SELECTION INFORMATIONPAGE 6 OF 12 RELEASE DATE: 4/27/07
Table P2.4-3; FMSA Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 2,520 3,050 1,520 2,075 1,570 905250 2,655 3,300 1,630 2,310 1,820 1,055500 2,790 3,255 1,740 2,505 2,070 1,205750 2,915 3,005 1,845 2,655 2,320 1,355
1,000 3,040 2,755 1,950 2,720 2,570 1,4951,250 3,115 2,505 2,050 2,720 2,505 1,6351,500 3,115 2,255 2,130 2,720 2,255 1,7751,750 3,115 2,005 1,900 2,720 2,005 1,9052,000 3,115 1,755 1,665 2,720 1,755 1,6652,250 3,115 1,505 1,425 2,720 1,505 1,4252,500 3,115 1,255 1,190 2,720 1,255 1,1903,000 3,115 755 740 2,720 755 7153,500 3,035 255 240 2,720 255 240
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRANIT SELECTION INFORMATIONPAGE 7 OF 12 RELEASE DATE: 4/27/07
Table P2.4-4; FMSB Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 5,210 4,880 3,175 2,355 1,700 1,040250 5,345 5,130 3,285 2,575 1,950 1,195500 5,475 5,380 3,395 2,755 2,200 1,345750 5,605 5,630 3,500 2,890 2,450 1,490
1,000 5,730 5,880 3,605 2,945 2,700 1,6351,250 5,850 5,715 3,710 2,945 2,950 1,7751,500 5,970 5,465 3,815 2,945 3,200 1,9151,750 6,090 5,215 3,915 2,945 3,450 2,0452,000 6,210 4,965 4,015 2,945 3,700 2,1752,250 6,230 4,715 4,070 2,945 3,950 2,3002,500 6,230 4,465 3,855 2,945 4,200 2,4253,000 6,230 3,965 3,425 2,945 3,965 2,6503,500 6,230 3,465 2,995 2,945 3,450 2,8454,000 6,230 2,965 2,560 2,945 2,950 2,560
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 8 OF 12 RELEASE DATE: 4/27/07
Table P2.4-5; FMSC Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 9,900 7,010 5,900 5,585 3,330 2,1601,000 10,460 8,010 6,390 6,515 4,330 2,8302,000 10,980 9,010 6,825 6,825 5,330 3,4803,000 11,400 10,000 7,250 6,825 6,330 4,1004,000 11,400 11,010 7,665 6,825 7,330 4,7005,000 11,400 11,175 8,070 6,825 8,330 5,2656,000 11,400 10,175 8,460 6,825 9,330 5,8006,500 11,400 9,660 8,655 6,825 9,815 6,050
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRANIT SELECTION INFORMATIONPAGE 9 OF 12 RELEASE DATE: 4/27/07
Table P2.4-6; FMSD Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 16,075 10,330 9,565 7,960 4,620 3,0451,000 16,625 11,330 10,025 8,885 5,620 3,7152,000 17,160 12,330 10,475 9,370 6,620 4,3953,000 17,685 13,330 10,915 9,370 7,620 5,0304,000 18,170 14,330 11,350 9,370 8,620 5,6605,000 18,170 15,330 11,750 9,370 9,620 6,2756,000 18,170 16,210 12,195 9,370 10,620 6,8757,000 18,170 15,210 12,605 9,370 11,620 7,4458,000 18,170 14,210 13,010 9,370 12,620 7,9809,000 18,170 13,210 12,310 9,370 13,210 8,480
10,000 18,170 12,210 11,375 9,370 12,210 8,910
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 10 OF 12 RELEASE DATE: 4/27/07
Table P2.4-7; FMSE Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 24,205 18,315 14,470 16,245 6,750 4,8402,000 25,285 20,315 15,380 19,075 8,750 6,3354,000 26,325 22,315 16,270 20,390 10,750 7,8406,000 26,850 24,315 17,135 20,390 12,750 9,2958,000 26,850 26,315 17,980 20,390 14,750 10,720
10,000 26,850 26,465 18,805 20,390 16,750 12,11512,000 26,850 24,465 19,615 20,390 18,750 13,48014,000 26,850 22,465 20,405 20,390 20,750 14,80516,000 26,850 20,465 19,145 20,390 20,470 16,09018,000 26,850 18,465 17,275 20,390 18,465 17,27521,000 26,850 15,465 14,470 20,390 15,465 14,470
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 11 OF 12 RELEASE DATE: 4/27/07
Table P2.4-8; FMSF Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 43,900 32,400 26,100 29,475 14,100 9,8752,000 45,025 34,400 26,300 31,825 16,100 11,3504,000 46,100 36,400 24,600 33,575 18,100 12,8106,000 47,150 38,400 22,800 34,500 20,100 14,2458,000 48,200 40,400 20,900 34,500 22,100 15,660
10,000 48,200 42,400 19,100 34,500 24,100 17,06012,000 48,200 44,400 17,300 34,500 26,100 17,30014,000 48,200 46,400 15,500 34,500 28,100 15,50016,000 48,200 48,300 13,700 34,500 30,100 13,70018,000 48,200 46,300 11,900 34,500 32,100 11,90020,000 48,200 44,300 10,000 34,500 34,100 10,00022,000 48,200 42,300 8,200 34,500 36,100 8,20024,000 48,200 40,300 6,400 34,500 38,100 6,400
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P2.4
FMS ISOLATOR/RESTRAINT SELECTION INFORMATIONPAGE 12 OF 12 RELEASE DATE: 4/27/07
Table P2.4-9; FMSG Restraint Capacities at Various Isolator Loads.
ISOLATORLOAD(LB)
HORIZ.CAPACITY(2STEEL)
(LB)
VERT.CAPACITY(2STEEL)
(LB)
1COMB.CAPACITY(2STEEL)
(LB)
HORIZ.CAPACITY
(3CONCRETE)(LB)
VERT.CAPACITY
(3CONCRETE)(LB)
1COMB.CAPACITY
(3CONCRETE)(LB)
0 72,600 40,500 40,500 42,400 18,800 14,0505,000 75,350 45,500 36,500 45,950 23,800 17,880
10,000 77,500 50,500 32,000 46,000 28,800 21,57015,000 77,500 55,500 27,400 46,000 33,800 25,15020,000 77,500 60,500 22,500 46,000 38,800 22,50024,000 77,500 64,000 19,400 46,000 42,300 19,500
1 Maximum restraint values for a load having equal horizontal and vertical componentswithout isolation.2 Bolted or welded to structural steel.3 Anchored to 3,000 psi minimum compressive strength steel reinforced concrete usingpost installed wedge type anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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
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:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
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
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
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
Toll Free (USA only):International:Fax:World Wide Web:Email:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
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:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
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
AN
D L
ATER
ALLY
RES
TRAI
NE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STA
NT
FREE
AN
D O
PER
ATI
NG
HEI
GH
T AN
D R
EPLA
CEA
BLE
NEO
PREN
E SN
UBB
ING
ELE
ME
NTS
.M
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
SOLI
D L
OAD
ING
.PO
WD
ER
CO
ATED
CO
ILS
AND
HO
T D
IPP
ED G
ALVA
NIZ
ED B
RAC
KET
HO
US
ING
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 S
TEEL
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
RE
QU
IRE
D
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
0
10
VERTICAL FORCE LBS X 10002468 1357
42
3
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTE
D
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTI
ON
AL B
ASE
-PL
ATE
USE
D T
O IN
CR
EAS
ER
ATIN
G W
HEN
ATT
AC
HE
DTO
CO
NC
RET
E
1-25
0/35
00 A
NC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TES
T - 2
670
LB
L2B2
A2L2
D2
T
LB*
BOLT
VER
TIC
AL R
EST
RAI
NT
H -
E*
A*W
T2
D
F*BL
OC
KIN
GR
EMO
VABL
E
FR /
OP
HEI
GH
Td *ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CEN
TER
-LIN
E
WE
LDED
TO
STE
EL
VER
T FO
RC
E=
1210
0 LB
S
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
CO
LOR
OU
TER
4.00
GR
EEN
BLAC
KG
RAY
RED
OR
ANG
EO
RAN
GE
BLU
EBL
UE
BLU
E
BRO
WN
BLU
E
FLSS
1" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
1-25
0/35
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
1-25
0/35
00TY
PE9.
00LW
FLSS
1-10
00
STAN
DAR
DR
ATIN
GS
FLSS
TYPE
FLSS
FLSS
FLSS
1-25
0SI
ZE
1-45
01-
625
1-80
0
FLSS
FLSS
FLSS
FLSS
FLSS
FLSS
1-24
65
1-12
501-
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
2865
3500
250
3.00
4.20
FREE
HT.
SPR
ING
CO
IL
4.20
4.20
4.20
4.20
INN
ER3.
00O
.D.
3.00
3.00
3.00
4.20
4.20
4.20
4.20
4.20
4.20
GR
AY
GR
AYBR
OW
N
3.00
3.00
3.00
3.00
3.00
3.00
1.15
1.79
DEF
L.R
ATED
1.54
1.44
1.31
1.00
0.95
1.00
1.09
1.00
1.00
6.25
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
ER T
O O
PTIO
NA
L B
ASE-
PLA
TE U
SED
TO
INC
REA
SER
ATIN
G W
HE
N A
TTAC
HED
TO C
ON
CR
ETE
0
0
VERTICAL FORCE LBS X 1000
7 5 3 18 6 4 29
53
12
4
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ERAL
LY R
EST
RA
INED
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
EAB
LEN
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
CK
ING
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
1-25
00/7
000
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
-LB,
PU
LL T
EST
- 267
0 LB
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
B2A2
RE
MO
VABL
E
T L2
L
FR/O
PH
EIG
HT
A*B*
E*
L2W
D
T2
VER
TIC
AL R
ESTR
AIN
T
F*BO
LT
BLO
CKI
NG
D2
dH
-
*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
ANC
HO
RE
D T
O C
ON
CR
ETE
THR
OU
GH
BO
LTE
D
WEL
DED
TO
STE
EL
VER
T FO
RC
E=
2600
0 LB
S
SPR
ING
CO
IL
FLSS
1" D
EFLE
CTI
ON
SEI
SMIC
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
1-25
00/7
000
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
4.20
BLU
EFL
SS1-
5730
GR
AY
STAN
DAR
DRA
TIN
GS 1-
3400
1-44
001-
4930
1-25
00
TYPE
1-25
00/7
000
FLSS
TYPE
FLSS
FLSS
FLSS
15.2
5L
5.00W
0.38T
0.75A
COLO
R
OR
ANG
EO
RAN
GE
BRO
WN
OU
TER
SIZE
BLU
E
4.20
INN
ERFR
EEHT
.
GR
AY4.
204.
20
4.20
1-70
00FL
SSBL
UE
BRO
WN
4.20
1.00
3.00
5730
0.75B
0.69D
2.75
2.75E
F
RATE
D
2500
3.00
O.D
.LO
AD
3.00
3.00
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
E 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
'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
PTIO
NAL
BA
SE-
PLA
TE U
SED
TO
INC
REA
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
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
CO
LOR
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
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
X 10
00
42
810
61
35
79
1112
(ALL
OW
ABLE
LO
AD
S BA
SE
D O
N 3
000
PSI
MIN
CO
NC
RET
E)4-
1100
0/23
200
AN
CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
ES
T - 3
625
LB
L2L2
B2A2
REM
OVA
BLE
BLO
CKI
NG
H -
D2T
L
E*
BOLT
D
WB*
A*
F*
RES
TRA
INT
VER
TIC
AL
FR /
OP
HEI
GH
T
T2
d
*ALL
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
E
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
S1-
1000
TYP
E
TYP
E
1-25
0/35
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
/ O
P
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
CEN
TER
-LIN
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
RIP
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
.D.
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
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
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*
REM
OVA
BLE
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL
ABO
UT
ISO
LATO
RC
EN
TER
-LIN
E
VER
T. F
OR
CE
=235
00 L
BS
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DED
TO
STE
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
L8.
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
IL
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
KNE
SS T
O T
HE
TOP
PLAT
EIS
REQ
UIR
ED
0
0
VERTICAL FORCE LBS X 1000
9 8 7 6 5 4 3 2 1
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
34
12
A2, B
2, L
2, T
2, D
2 D
IME
NSI
ON
SR
EFE
R T
O O
PTIO
NA
L BA
SE-
PLAT
E U
SED
TO
INC
RE
ASE
RAT
ING
WH
EN A
TTAC
HED
TO C
ON
CR
ETE
2-10
0/19
75 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
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DED
TO
STE
EL
T
FLS
2" D
EFL
ECTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
0.25
INN
ER
GR
EEN
GR
EEN
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
2-10
0/19
75 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
OU
TER
TYPE
SIZE
2-10
0/19
75TY
PEL
9.00
STAN
DAR
DR
ATIN
GS
5.00W
CO
LOR
RED
FLS
2-19
75
2-10
02-
250
2-50
02-
750
2-99
52-
1400
2-16
00
FLS
FLS
FLS
FLS
FLS
FLS
FLS
BLAC
K
GR
AYBL
UE
GR
EEN
OR
ANG
ER
ED
OR
ANG
E
DEF
L.O
.D.
HT.
LOADR
ATED
2.75E
0.75
SPR
ING
CO
ILB0.
75A
FREE
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
6.09
6.09
6.09
750
100
250
500
995
1400
1600
8.00
d 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:
P3.2.2-5
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.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LA
TER
ALL
Y 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
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.M
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 E
LEM
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
MAY
BE
USE
D F
OR
BLO
CK
ING
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
IRE
D
0
07 6 5 4 3 2 1
VERTICAL FORCE LBS X 10003
12
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
8
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
2-20
00/4
500
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TE
ST -
2670
LB
*ALL
MO
UN
TIN
G B
OLT
PA
TTE
RN
SSY
MM
ETR
ICAL
ABO
UT
ISO
LATO
RC
EN
TER
-LIN
E
2
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DE
D T
O S
TEEL
VER
T FO
RC
E=
1430
0 LB
S
FLS
2" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HE
S A
ND
PO
UN
DS
)
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PS
I MIN
CO
NC
RET
E)2-
2000
/450
0 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
DA
RD
RA
TIN
GS
CO
LOR
TYPE
2-20
00/4
500
W 5.00
10.7
5L
0.25T
TYPE
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
BLU
E2-
3900
OR
ANG
E
OR
ANG
EBL
UE
BLU
EBL
UE
BLU
EBL
UE
OU
TER
2-27
50
2-20
002-
2500
SIZE
2-30
252-
3250
2-35
00
BLU
E
INN
ER1
GR
EEN
BLAC
KO
RAN
GE
BLU
EBL
UE
2-41
002-
4500
RE
DR
ED
FRE
ER
ATE
D
1.38
SPR
ING
CO
IL
0.75A
B0.
692.
75D
E2.
75F
2000
2500
3025
3250
2750
3900
4100
4500
3500
LOA
D
5.00
GR
EEN
7.00
7.00
7.00
7.00
7.00
7.00
7.00HT.
INN
ER2
5.00
5.00
5.00
O.D
.
5.00
5.00
5.00
7.00
7.00
GR
EEN
5.00
5.00
2.00
2.00
DEF
L.2.
002.
00
2.02
2.00
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.
Con
tact
KN
C fo
r bol
ted
to s
teel
dat
a.
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LA
TER
ALL
Y 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
EOPR
ENE
SNU
BBIN
G E
LEM
ENTS
.M
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 E
LEM
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
MAY
BE
USE
D F
OR
BLO
CK
ING
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
IRE
D
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
123456789
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
002
13
FLS
2" D
EFLE
CTI
ON
ISO
LATO
R
*ALL
MO
UN
TIN
G B
OLT
PA
TTE
RN
SSY
MM
ETR
ICAL
ABO
UT
ISO
LATO
RC
EN
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=
1950
0 LB
S
IP U
NIT
S (IN
CH
ES
AN
D P
OU
ND
S)
0.38
CO
LOR
INN
ER1
BLU
EG
REE
NBL
ACK
OR
ANG
EO
RAN
GE
RE
DR
ED
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
2-40
00/9
000
REQ
UIR
ES 0
.62
DIA
. x 4
.00
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
2-40
00/9
000
ANC
HO
R B
OLT
TO
RQ
UE
- 75
FT-L
B, P
ULL
TE
ST -
2670
LB
STAN
DA
RD
RA
TIN
GS
2-40
00/9
000
17.5
0L
TYPE
W 6.00
2-40
002-
5000
2-55
002-
6050
2-65
00
FLS
TYPE
FLS
SIZE
FLS
FLS
FLS
BLU
EO
RAN
GE
OU
TER
BLU
EBL
UE
BLU
E2-
7000
2-78
002-
8200
2-90
00FL
S
FLS
FLS
FLS
BLU
E
BLU
EBL
UE
BLU
E
SPR
ING
CO
IL
AT
1.25
DB 1.00
0.69
FE
2.75
2.75
INN
ER2
5.00
7.00HT.
FRE
E
7.00
O.D
.5.
00
7.00
7.00
7.00
5.00
5.00
5.00
GR
EEN
GR
EEN
5.00
7.00
7.00
7.00
7.00
5.00
5.00
5.00
5000
2.00
RA
TED
LOA
D40
00D
EFL.
2.00
6050
5500
6500
2.02
2.00
2.00
9000
2.00
7800
7000
8200
2.00
2.00
2.00
dH
10.0
00.
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
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
RA
INE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE
AND
OP
ERAT
ING
HEI
GH
T AN
D R
EPL
ACEA
BLE
NEO
PREN
E SN
UB
BIN
G E
LEM
EN
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
SA
FE A
T 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
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
UA
LIN
TH
ICKN
ESS
TO
TH
E TO
P PL
ATE
IS R
EQU
IRE
D
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
REF
ER T
O O
PTI
ON
AL B
ASE-
PLA
TE U
SED
TO
INC
REA
SER
ATIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
VERTICAL FORCE LBS X 1000
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
VER
T. F
OR
CE
= 16
400
LBSL2
A*W
B2L2
VER
TIC
AL R
ESTR
AIN
TFR
/ O
PH
EIG
HT
H -
D2
T
L
E*F*
BOLT
B*
dBL
OC
KIN
GR
EMO
VABL
E
DT2
A2
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
SYM
MET
RIC
AL A
BO
UT
ISO
LATO
RC
ENTE
R-L
INE
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WE
LDE
D T
O S
TEEL
VER
T. F
OR
CE
= 26
800
LBS
FLS
2" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HE
S AN
D P
OU
ND
S)
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(A
LLO
WAB
LE L
OA
DS
BAS
ED O
N 3
000
PS
I MIN
CO
NC
RET
E)2-
8000
/180
00 A
NC
HO
R B
OLT
TO
RQ
UE
- 150
FT-
LB, P
ULL
TE
ST -
3625
LB
BLU
EFL
S2-
1210
0G
RE
EN
2-80
00/1
8000
STAN
DA
RD
RAT
ING
S
TYPE
TYPE
FLS
FLS
FLS
11.0
0W
21.5
0L
T0.
38
OR
AN
GE
BLU
EBL
UE
OU
TER
SIZE
2-80
002-
1000
02-
1100
0
INN
ER
1C
OLO
R
BLU
E
FLS
FLS
FLS
FLS
FLS
BLU
EBL
UE
BLU
EBL
UE
BLU
E
2-15
600
2-13
000
2-14
000
2-16
400
2-18
000
OR
AN
GE
BLAC
KO
RA
NG
E
RED
RED
2.02
1210
05.
007.
00
8000
1000
011
000
LOA
DRAT
ED
1.50
A 1.50
B1.
06DE
5.50
SPR
ING
CO
ILFR
EE
7.00
7.00
7.00HT.
INN
ER
2O
.D.
5.00
5.00
5.00
5.50F
0.69
DEF
L.
2.00
2.00
2.00
1300
014
000
1560
0
1800
016
400
7.00
7.00
7.00
7.00
7.00
GR
EEN
GR
EEN
5.00
5.00
5.00
5.00
5.00
2.00
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
E L
ON
G IS
OLA
TOR
AXIS
, AN
AD
D'L
PLA
TE E
QU
ALIN
TH
ICK
NE
SS T
O T
HE
TOP
PLAT
EIS
REQ
UIR
ED
0
0
VERTICAL FORCE LBS X 100012345678
21 HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
SPEC
IFIC
ATI
ON
S:VE
RTI
CAL
LY A
ND
LAT
ER
ALLY
RES
TRAI
NE
D S
PRIN
G IS
OLA
TOR
WIT
HC
ON
STAN
T FR
EE
AND
OP
ERAT
ING
HE
IGH
T A
ND
REP
LAC
EAB
LEN
EO
PR
ENE
SN
UB
BIN
G E
LEM
EN
TS.
MIN
IMU
M C
OIL
OVE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/K
y R
ATIO
OF
1.0.
ALL
ELEM
ENTS
SAF
E AT
SO
LID
LO
AD
ING
.PO
WD
ER C
OAT
ED
CO
ILS
AN
D H
OT
DIP
PED
GAL
VAN
IZED
BR
ACK
ETH
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
ENT
EREC
TIO
N(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI M
IN C
ON
CR
ETE)
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
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
CEN
TER
-LIN
E
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
RE
FER
TO
OP
TIO
NA
L BA
SE-
PLAT
E U
SED
TO
INC
RE
ASE
RA
TIN
G W
HEN
ATT
ACH
EDTO
CO
NC
RET
E
B*A*
L2B2
A2
WL2
VER
TIC
AL R
ESTR
AIN
T
H -
HEI
GH
T
D2
T
L
FR /
OP
E*
BLO
CKI
NG
D
T2
BOLT
REM
OVA
BLE
d
F*
ANCH
OR
ED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTE
D
WEL
DE
D T
O S
TEEL
VER
T FO
RC
E=
1210
0 LB
S
0.25
FLS
4" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
SPR
ING
CO
ILFR
EE
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
5L
WT
STAN
DAR
DR
ATIN
GS
FLS
SIZE
4-10
0C
OLO
RG
RAY
HT.
FLS
4-12
50
FLS
FLS
FLS
4-75
04-
500
4-10
00
FLS
4-16
00BR
OW
N
GR
EEN
BLAC
KR
ED
OR
ANG
E
250
5.63
4.00
2.75
0.75
0.75
0.69
AB
D
RAT
EDLO
ADO
.D.
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
2.75
E0.
5613
.00
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
ED
SPR
ING
ISO
LATO
R W
ITH
CO
NS
TAN
T FR
EE A
ND
OP
ERAT
ING
HEI
GH
T A
ND
REP
LAC
EABL
EN
EO
PR
ENE
SN
UBB
ING
ELE
ME
NTS
.M
INIM
UM
CO
IL O
VE
RLO
AD O
F 50
%.
MIN
IMU
M K
x/Ky
RA
TIO
OF
1.0.
ALL
ELE
MEN
TS S
AFE
AT
SOLI
D L
OAD
ING
.PO
WD
ER C
OA
TED
CO
ILS
AN
D H
OT
DIP
PED
GA
LVAN
IZE
D B
RA
CKE
TH
OU
SIN
GS
MA
Y B
E U
SED
FO
R B
LOC
KIN
G D
UR
ING
EQ
UIP
ME
NT
EREC
TIO
N
IF E
QU
IP S
UPP
OR
T S
TEE
L IS
90° T
O T
HE
LON
G IS
OLA
TOR
AXIS
, AN
AD
D'L
PLA
TE E
QU
ALIN
TH
ICK
NES
S TO
TH
E TO
P PL
ATE
IS R
EQU
IRE
D
VERTICAL FORCE LBS X 1000
2 0
0
134
1
5679 8
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
002
3
(ALL
OW
ABLE
LO
ADS
BASE
D O
N 3
000
PSI 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
TES
T - 2
670
LB
B*A*
L2B2
A2
WL2
VER
TIC
AL R
EST
RAI
NT
H -
HEI
GH
T
D2
T
L
FR /
OP
E*
BLO
CKI
NG
D
T2
BOLT
REM
OVA
BLE
d
F*
SYM
MET
RIC
AL A
BOU
T IS
OLA
TOR
*ALL
MO
UN
TIN
G B
OLT
PAT
TER
NS
CEN
TER
-LIN
E
A2, B
2, L
2, T
2, D
2 D
IMEN
SIO
NS
RE
FER
TO
OPT
ION
AL B
ASE
-PL
ATE
USE
D T
O IN
CR
EASE
RA
TIN
G W
HE
N A
TTA
CH
EDTO
CO
NC
RET
E
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTE
D
WEL
DE
D T
O S
TEE
L
VER
T FO
RC
E=
1950
0 LB
S
5800
4.00
8.00
11.5
0C
HR
OM
EFL
S4-
5800
OR
ANG
E
FLS
4" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
0.25
INN
ER
BLU
EG
REE
NBL
ACK
RED
BRO
WN
OR
ANG
E
BLU
EG
REE
NBL
ACK
BRO
WN
RED
STAN
DAR
DR
ATIN
GS
4-22
50/5
800
15.5
0L
TYPE
W 8.00
BEIG
EFL
S4-
3500
SIZE
4-25
004-
2750
4-30
004-
3250
4-22
50FL
S
TYPE
FLS
FLS
FLS
FLS
BEIG
E
OU
TER
BEIG
ECO
LOR
BEIG
EBE
IGE
BEIG
E
4-38
504-
4200
4-44
504-
4700
4-49
50
4-54
504-
5200
FLS
FLS
FLS
FLS
FLS
FLS
FLS
CH
RO
ME
BEIG
EC
HR
OM
EC
HR
OM
E
CH
RO
ME
CH
RO
ME
CH
RO
ME
SPR
ING
CO
IL
5.50
1.75
AT
0.75
DB
0.69
FE
5.50
RAT
ED DEF
L.
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
3500
8.00
11.5
0
O.D
.
8.00
8.00
8.00
8.00
8.00
11.5
0
FREE
11.5
0H
T.
11.5
011
.50
11.5
0
2500
LOAD
2250
2750
3000
3250
8.00
8.00
8.00
8.00
8.00
8.00
8.00
11.5
0
11.5
011
.50
11.5
0
11.5
0
11.5
011
.50
4700
3850
4200
4450
4950
5450
5200
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
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
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
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
DE
R C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GAL
VAN
IZE
D B
RAC
KET
HO
USI
NG
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
'L P
LATE
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
EAS
ER
ATIN
G W
HEN
ATT
ACH
ED
TO C
ON
CR
ETE
0
01234567
VERTICAL FORCE LBS X 1000
21
3
= 13
300
LBS
VER
T. F
OR
CE HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
4-55
00/1
1600
AN
CH
OR
BO
LT T
OR
QU
E - 7
5 FT
-LB
, PU
LL T
EST
- 26
70 L
B
SYM
ME
TRIC
AL A
BOU
T IS
OLA
TOR
*ALL
MO
UN
TIN
G B
OLT
PA
TTE
RN
S
CE
NTE
R-L
INE
= 24
500
LBS
VER
T. F
OR
CE AN
CH
OR
ED T
O C
ON
CR
ETE
THR
OU
GH
BO
LTE
D
WEL
DED
TO
STE
EL
SPR
ING
CO
IL
IP U
NIT
S (IN
CH
ES A
ND
PO
UN
DS)
(ALL
OW
ABLE
LO
AD
S BA
SED
ON
300
0 P
SI M
IN C
ON
CR
ETE)
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
TYP
ESI
ZEO
UTE
RIN
NER
4-55
00/1
1600
STA
ND
ARD
RA
TIN
GS
TYP
EW 8.00
25.5
0L
T 0.38
CO
LOR
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
4-94
00C
HR
OM
EG
REE
N
BEIG
EBE
IGE
BEIG
EBE
IGE
BEIG
E
CH
RO
ME
CH
RO
ME
4-70
00
4-55
004-
6000
4-65
00
4-77
00
4-89
004-
8400
BRO
WN
GR
EEN
BLAC
KR
ED
OR
ANG
E
BLU
E
CH
RO
ME
CH
RO
ME
CH
RO
ME
CH
RO
ME
4-11
600
4-10
400
4-10
900
4-99
00
OR
ANG
E
BLAC
K
BRO
WN
RE
D
O.D
.H
T.LO
AD
DEF
L.
A 1.13
B 1.75
FRE
E
D 0.81
E5.
50
RA
TED
5.50
4.00
9400
11.5
08.
00
11.5
08.
00
11.5
011
.50
11.5
08.
008.
00
8.00
11.5
011
.50
11.5
08.
008.
00
8.00
4.00
7000
6000
5500
6500
4.00
4.00
4.00
8400
7700
8900
4.00
4.00
4.00
11.5
08.
00
11.5
011
.50
11.5
08.
008.
00
8.00
1160
04.
00
1040
099
00
1090
04.
004.
00
4.00
FLS
4" D
EFLE
CTI
ON
ISO
LATO
R
14.8
8d 0.69
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
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
LOA
D O
F 50
%.
MIN
IMU
M K
x/Ky
RAT
IO O
F 1.
0.AL
L EL
EMEN
TS S
AFE
AT
SOLI
D L
OAD
ING
.PO
WD
ER C
OAT
ED C
OIL
S AN
D H
OT
DIP
PED
GA
LVAN
IZED
BR
ACKE
TH
OU
SIN
GS
MAY
BE
USE
D F
OR
BLO
CKI
NG
DU
RIN
G E
QU
IPM
EN
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
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
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
VER
T. F
ORC
E=
2115
0 LB
S
HO
RIZ
ON
TAL
FOR
CE
LBS
X 10
00
02
14
53
0
12345678910 VERTICAL FORCE LBS X 1000
67
(ALL
OW
ABL
E LO
ADS
BAS
ED O
N 3
000
PSI
MIN
CO
NC
RET
E)4-
1100
0/23
200
AN
CH
OR
BO
LT T
OR
QU
E - 1
50 F
T-LB
, PU
LL T
EST
- 362
5 LB
A2
WB*
A*
L2
BOLT
D
B2L2
T2
D2T
L
FR /
OP
HEI
GH
T H
-
E*
d
F*
REM
OV
ABLE
BLO
CKI
NG
VER
TIC
ALR
ESTR
AIN
T
SYM
MET
RIC
AL
ABO
UT
ISO
LATO
R*A
LL M
OU
NTI
NG
BO
LT P
ATTE
RN
S
CE
NTE
R-L
INE
= 47
000
LBS
VER
T. F
ORC
E
ANC
HO
RED
TO
CO
NC
RET
E
THR
OU
GH
BO
LTED
WEL
DED
TO
STE
EL
T 0.75
GR
EEN
BLA
CK
RE
D
BLU
EG
RE
EN
RE
DBL
AC
K
INN
ER
FLS
4" D
EFLE
CTI
ON
ISO
LATO
RIP
UN
ITS
(INC
HES
AN
D P
OU
ND
S)
BRO
WN
OR
AN
GE
BRO
WN
OR
AN
GE
4-11
000/
2320
0 R
EQ
UIR
ES
0.75
DIA
. x 4
.75
MIN
. EM
BED
AN
CH
OR
S IN
CO
NC
RET
E
BEIG
E4-
1200
0FL
S
TYP
E4-
1100
0/23
200
STA
ND
AR
DR
ATI
NG
S
FLS
TYP
E
27.0
017
.00
LW
SIZE
4-11
000
BEIG
EO
UTE
RCO
LOR
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
FLS
4-20
800
CH
RO
ME
4-16
800
4-14
000
4-13
000
4-15
400
4-18
800
4-17
800
4-19
800
CH
RO
ME
BEIG
EBE
IGE
BEIG
E
CH
RO
ME
CH
RO
ME
CH
RO
ME
4-23
200
4-21
800
CH
RO
ME
CH
RO
ME
4.00
1200
011
.50
8.00
RA
TED9.
00
4.00
DEF
L.
0.81
1.00
1.00B
AD
SPR
ING
CO
IL 8.00
O.D
.FR
EE
11.5
0H
T.11
000
LOAD
9.00
E
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
2080
011
.50
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
11.5
0
11.5
011
.50
11.5
0
11.5
011
.50
11.5
0
1680
0
1400
015
400
1300
0
1780
018
800
1980
0
8.00
8.00
11.5
011
.50
2180
023
200
0.69
15.0
0F
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
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
PAGE:
P4.0
TABLE OF CONTENTS (Chapter P4)KRMS / RQ ELASTOMERIC ISOLATORS AND RESTRAINTS RELEASE DATE: 04/09/04
CHAPTER P4
KRMS / RQ ELASTOMERIC ISOLATORS AND RESTRAINTS
TABLE OF CONTENTS
General Description (KRMS) P4.1.1
General Description (RQ) P4.1.2
Submittal Data P4.2
KRMS P4.2.1
RQ P4.2.2
Selection Information P4.3
Load Spreader Plate Data P4.4
Installation Instructions P4.5
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:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
PAGE:
P4.1.2
Model RQ General DescriptionPAGE 1 OF 1 RELEASE DATE: 05/13/04
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
DescriptionKinetics Model RQ Vibration Isolators are one-piecemolded neoprene mounts with encapsulated metalinserts. The metal inserts provide all-directionalresistance for horizontally and vertically applied loads.Each isolator incorporates two bolt-down holes on thebottom load surface and a steel top load plate forattachment to the supported equipment. The neoprene ishighly oil resistant and has been designed to operatewithin the strain limits of the isolator to provide themaximum isolation and longest life expectancy possibleusing neoprene compounds. Model RQ is designed forup to 0.15" (4 mm) deflection, available in two sizes andfour capacities from 500 lbs. to 1300 lbs. (227 kg to 591kg). Kinetics Model RQ is recommended for the isolationof vibration produced by small pumps, vent sets, lowpressure packaged air-handling units, etc., and is usuallyselected when first cost must be minimized.
SpecificationsVibration isolators shall be neoprene, molded from oil-resistant compounds, with a cast-in-top steel load transfer plate for bolting to supported equipment anda bolt-down plate with holes provided for anchoring to the supporting structure. Isolatorshall provide lateral load resistance for loads applied parallel to mounting surface.Neoprene vibration isolators shall have minimum operating static deflections as shown onthe Vibration Isolation Schedule or as indicated on the project documents but notexceeding published load capabilities.
Neoprene vibration isolators shall be Model RQ, by Kinetics Noise Control, Inc.
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:
P4.2.1-1
KRMS-A-125/700DRAWING # SS-20030150 RELEASE DATE: 12/19/03
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:
P4.2.1-2
KRMS-B-125/2200DRAWING # SS-20030160 RELEASE DATE: 12/19/03
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:
P4.2.2
MODEL RQDRAWING # S-02.05-1C RELEASE DATE: 12/19/03
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
PAGE:
P5.0
TABLE OF CONTENTS (Chapter P5)HS SERIES RESTRAINTS RELEASE DATE: 12/12/03
CHAPTER P5
HS SERIES RESTRAINTS
TABLE OF CONTENTS
General Description P5.1
Submittal Data P5.2
HS-2 Seismic Snubber P5.2.1
HS-5 Seismic Snubber P5.2.2
Selection Information P5.3
Load Spreader Plate Data P5.4
Installation Instructions P5.5
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:
800-959-1229614-889-0480614-889-0540www.kineticsnoise.comsales@kineticsnoise.com
DOCUMENT:
P5.2.1
HS-2 SEISMIC SNUBBERDRAWING # S-04.13-1A RELEASE DATE: 12/19/03
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:
P5.2.2
HS-5 SEISMIC SNUBBERDRAWING # S-04.80-1A RELEASE DATE: 12/19/03
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
PAGE:
P6.0
TABLE OF CONTENTS (Chapter P6) ESR / KSR / KSCR SERIES RESTRAINTS RELEASE DATE: 6/09/04
TABLE OF CONTENTS ESR / KSR / KSCR ROOF TOP EQUIPMENT RATED CURBS General Description P6.1 Submittal Data ESR Submittal Data P6.2.1 KSR Submittal Data P6.2.2 KSCR Submittal Data P6.2.3 Selection Information P6.3 Load Spreader Plate Data P6.4 Installation Instructions P6.5
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.1
ESR ISOLATION CURB DESCRIPTION AND SPECIFICATION PAGE 1 OF 5 RELEASE DATE: 11/26/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™ S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model ESR • 1g seismic restraint & 125 mph wind restraint for
most equipment • Access ports for each isolator to inspect, level or
change springs after equipment placement • Up to 4" deflection, powder-coated steel springs with
50% overload capacity • High-frequency noise isolation pads • Environmentally inert elastomeric seal for an air- and
water-tight closure between the curb and isolation rail• Supply and return duct support hardware • Structural steel curb with wood nailer.
Specification All rooftop air-handling units shall be supported by vibration isolation curbs asmanufactured by Kinetics Noise Control. The vibration isolation curbs shall be completeassemblies designed to resiliently support the equipment at the specified elevation andshall constitute a fully enclosed air- and weather-tight system. The isolation curb shallconsist of an upper support rail with supply and return duct supports on which theequipment and duct openings rest, and a lower support curb which is attached to theroof structure, separated by free-standing, housed, laterally stable steel springs. The upper support rail shall provide continuous structural support for the rooftopequipment and shall be designed to provide isolation against casing-radiated vibration inthe rooftop equipment housing and structure borne vibration from rotating andmechanical equipment in the rooftop package. The upper support rail shall consist of a structural channel with sufficient elevation abovethe spring to preclude interference with the rooftop equipment and permit access toinspect the isolation system after placement of the rooftop equipment. Support of theRTU by weather seal attachment bolt heads is not permitted. The lower support curb shall be a formed channel fabricated of heavy gauge galvanizedsteel with a continuous 1-1/2 in x 1-1/2 in (38 mm x 38 mm) nominal wood nailerattached to the isolation support pedestals. The isolation support pedestal, whichincludes the seismic and wind load restraints, shall be bolted or welded to the buildingsupport steel to suitably transfer seismic and wind load forces to the building structure.The lower support curb shall have a minimum elevation of 14 in (356 mm) from the top ofthe wood nailer to the base of the curb. Spring components shall be (1 in/25 mm)(2 in/51 mm)(4 in/102 mm) deflection, free-standing, laterally stable steel springs. Springs shall have a lateral stiffness greater than
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only): International: Fax: World Wide Web: Email:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.1
ESR ISOLATION CURB DESCRIPTION AND SPECIFICATION PAGE 2 OF 5 RELEASE DATE: 11/26/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™ S
eism
ic D
esig
n M
anua
l
MEMBER
1.2 times the rated vertical stiffness and shall be designed for a typical 50% overload tosolid. All springs shall have an epoxy-based, powder-coated finish and be color coded toindicate load capacity. Spring coils shall rest on minimum 0.25 in (6 mm) neoprene noisepads. Seismic and wind load restraints shall be designed to limit movement in all directions.Restraint components shall include neoprene snubbers at all contact points for energyabsorption. There shall be no metal-to-metal contact. The isolation curb shall bedesigned to withstand horizontal wind loads of 125 mph (200 km/h) and seismic forces of1g. The vibration isolation curb shall be air and weather tight using an elastomeric seal,which is attached to the upper support frame with a galvanized steel clip. The seal shallextend down past the wood nailer of the lower support assembly and flash over the roofmaterial at the wood nailer on the lower support curb. The seal shall be Class A, astested in accordance with approved Underwriter’s Laboratories, Inc., provisions. Metal orcombination metal and elastomer seals are not permitted. The seal may not bepenetrated for isolator adjustment. The isolation curb system shall be complete with cross-bracing, as required, as a part ofthe upper and lower assemblies. Supply and return flex connector support hardware shallbe supplied for installation by the contractor in the field. The supports will be clearlymarked and dimensioned on the submittal and installation drawings. The supporthardware shall be cut-to-length, galvanized steel channels supported and connected withstamped and punched galvanized steel duct support hangers. The support hangers shallallow the support elevation to be equal to or lower than the equipment rail elevation.Supply air and return duct shall be flexibly attached by the contractor to preventtransmission of vibration to the building structure. Airborne noise control packages, if required, shall be supported by the roof structurewithin the curb and shall have no rigid contact with the isolation curb. The isolation curbassemblies shall be shipped to the job site with the upper support rail, lower support curb,springs, and restraints completely assembled. The contractor shall be required toassemble the four corners, attach the curb to the roof structure, install cross-bracing andflex connector supports as necessary, and install and attach rooftop equipment. Vibration isolators shall be selected by the manufacturer for each specific application tocomply with deflection requirements as shown on the Vibration Isolation Schedule or asindicated on the project documents.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only): International: Fax: World Wide Web: Email:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.1
KSCR ISOLATION CURB DESCRIPTION AND SPECIFICATION PAGE 3 OF 5 RELEASE DATE: 11/26/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™ S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model KSCR • Internal seismic restraint • 100 mph wind restraint • 1 in or 2 in deflection springs • Supply and return flexible connector support
hardware • EPDM air- and weather-tight seal for non-ducted
applications • High profile, non-interference aluminum equipment
rail • Accessible, interchangeable springs
Specification All rooftop air-handling units shall be supported by vibration isolation curbs asmanufactured by Kinetics Noise Control. The vibration isolation curbs shall becomplete assemblies designed to resiliently support the equipment at the specifiedelevation and shall constitute a fully enclosed air- and weather-tight system. The isolation curb shall consist of an upper support rail with supply and return flexibleconnector supports on which the equipment and duct openings rest and a lowersupport curb which is attached to the roof structure, separated by free-standing,unhoused, laterally stable steel springs and lateral seismic and/or wind load restraints.The upper support rail shall provide continuous structural support for the rooftopequipment and shall be designed to provide isolation against casing-radiated vibrationin the rooftop equipment housing and structure borne vibration from rotating andmechanical equipment in the rooftop package. The upper support rail shall consist of an extruded aluminum structural shape with aminimum height of 4.75 in (121 mm) above the spring to preclude interference with therooftop equipment and permit access to inspect, level, or change the springs afterplacement of the rooftop equipment. The lower support curb shall be a formed channel fabricated of heavy gaugegalvanized steel with a continuous 1-1/2 in x 1-1/2 in (38 mm x 38 mm) nominal woodnailer. The base plate of the curb shall be 1 in (25 mm) wide and shall be welded,bolted or screwed to the building support steel. The lower support curb shall have a minimum elevation of 14 in (356 mm). Springcomponents shall be (1 in/25 mm) (2 in/51 mm) deflection, free-standing, unhoused,laterally stable steel springs. Springs shall have a lateral stiffness greater than 1.0times the rated vertical stiffness and shall be designed for a typical 50% overload tosolid. All springs shall have an epoxy-based, powder-coated finish and be color codedto indicate load capacity. Springs shall rest on a neoprene noise pad. The spring and
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only): International: Fax: World Wide Web: Email:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.1
RELEASE DATE: 11/26/03
Kinetics Noise Control © 2003
KSCR ISOLATION CURB DESCRIPTION AND SPECIFICATION PAGE 4 OF 5
KIN
ET
ICS
™ S
eism
ic D
esig
n M
anua
l
MEMBER
noise pad shall be captured in a retainer cap secured to the lower support curb. Thelateral stabilizers shall be stainless steel spring assemblies factory-located and installedto provide seismic and/or wind load restraint. The standard system shall have a100 mph (161 km/h) wind load restraint capacity and a minimum horizontal restraintcapacity of 1,000 lbs. (455 kg) in both axes. The weather seal shall run continuously around the perimeter of the curb and be joinedin the field with one seam using a double-faced elastomeric adhesive. The weather sealshall be fastened to the wood nailer of the lower support curb using screws and analuminum fascia strip. Supply and return flexible connector support hardware shall be supplied for installationby the contractor in the field. The supports will be clearly marked and dimensioned onthe submittal and installation drawings. The support hardware shall be cut-to-length,galvanized steel channels supported and connected with stamped and punchedgalvanized steel duct support hangers. The support hangers shall allow the duct supportelevation to be equal to or lower than the equipment rail elevation. Supply and return airduct shall be flexibly attached by the contractor to prevent transmission of vibration tothe building structure. The isolation curb assemblies shall be shipped to the job site with the upper support rail,lower support curb, springs, and stabilizers completely assembled. The contractor shallassemble the four corners and attach the curb to the roof structure. The isolation curb assembly shall include a troubleshooting kit to permit the contractorto level or adjust the loading of the isolation system immediately after placement of therooftop equipment should the actual weight and/or distribution differ from design values.Vibration isolators shall be selected by the manufacturer for each specific application tocomply with deflection requirements as shown on the Vibration Isolation Schedule or asindicated on the project documents.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only): International: Fax: World Wide Web: Email:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.1
KSR ISOLATION RAIL DESCRIPTION AND SPECIFICATION PAGE 5 OF 5 RELEASE DATE: 11/26/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™ S
eism
ic D
esig
n M
anua
l
MEMBER
Kinetics Model KSR Kinetics KSR perimeter isolation system is designed andengineered to mount on top of an existing fixed curbsystem and isolate packaged rooftop equipment from theroof structure. Designed for easy installation, minimuminterference with equipment overhang, and withaccessible springs, the Kinetics KSR goes well beyondinternal isolation by reducing casing-radiated vibrationcaused by turbulent air flow as well as compressor andfan vibration. KSR rails have a positive elastomeric airand weather seal permitting the inside of the unit to beused as a return air plenum. The KSR mates with theinside of the manufacturer’s curb eliminating any internalinterference. The KSR also features an impressivefamily of options including: • Aluminum weather seal flashing • Seismic restraint • Airborne noise control package • Duct block offs
Specification Spring components shall be (1 in/25 mm), (2 in/51 mm) deflection, free-standing,unhoused, laterally stable steel springs. Springs shall have a lateral stiffness greaterthan 1.0 times the rated vertical stiffness and shall be designed for 50% overload tosolid. Springs shall be color coded to indicate load capacity. Rails shall provide continuous support for the rooftop equipment and shall be designedto provide isolation against casing-radiated vibration in the rooftop equipment housingand structure borne vibration from rotating and mechanical equipment in the rooftoppackage. Rail assembly shall consist of extruded aluminum top and bottom membersconnected by spring isolators and a continuous air- and water-tight seal. The seal shallbe a beaded elastomeric material retained in a keyway along the top extrusion. Theweather strip shall be sealed along the bottom with an aluminum fascia strip. Rail assemblies shall incorporate means for attachment to the building and thesupported equipment and shall incorporate additional stiffening members if necessaryto assure stability. Vibration isolators shall be selected by the manufacturer for eachspecific application to comply with deflection requirements as shown on the VibrationIsolation Schedule or as indicated on the project documents.
DUBLIN, OHIO, USA • MISSISSAUGA, ONTARIO, CANADA
Toll Free (USA only): International: Fax: World Wide Web: Email:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-1 ISOLATION RAIL DRAWING # S-89.100-1A RELEASE DATE: 4/10/00
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-1 ISOLATION RAIL (BOLT DOWN) DRAWING # S-89.101 RELEASE DATE: 12/17/96
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
ESR-1 ISOLATION CURB W/ CONDENSER SUPPORT DRAWING # S-89.102-1A RELEASE DATE: 4/10/00
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
ESR-2 ISOLATION RAIL DRAWING # S-89.200-1A RELEASE DATE: 1/16/01
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-2 ISOLATION RAIL (BOLT DOWN) DRAWING # S-89.201 RELEASE DATE: 12/17/96
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
ESR-2 ISOLATION CURB W/ CONDENSER SUPPORT DRAWING # S-89.202-1A RELEASE DATE: 1/16/01
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-3 ISOLATION RAIL DRAWING # S-89.300 RELEASE DATE: 8/20/97
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-3 ISOLATION RAIL (BOLT DOWN) DRAWING # S-89.301 RELEASE DATE: 12/17/96
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-4 ISOLATION RAIL DRAWING # S-89.400-1A RELEASE DATE: 6/12/00
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-4 ISOLATION RAIL (BOLT DOWN) DRAWING # S-89.401-1A RELEASE DATE: 6/12/00
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.1
MODEL ESR-4 ISOLATION CURB W/ COND. SUPPORT DRAWING # S-89.402-1A RELEASE DATE: 6/12/00
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.2
MODEL KSR-1 ISOLATION RAIL PAGE 1 OF 4 - DRAWING # S-88.300 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.2
MODEL KSR-2 ISOLATION RAIL PAGE 2 OF 4 - DRAWING # S-88.350 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.2
MODEL KSR-1 ISOLATION RAIL PAGE 3 OF 4 - DRAWING # S-88.400 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.2
MODEL KSR-2 ISOLATION RAIL PAGE 4 OF 4 - DRAWING # S-88.450 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.3
MODEL KSCR-1 ISOLATION RAIL PAGE 1 OF 2 - DRAWING # S-88.500 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.2.3
MODEL KSCR-2 ISOLATION RAIL PAGE 2 OF 2 - DRAWING # S-88.600 RELEASE DATE: 5/17/04
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:
800-959-1229 614-889-0480 614-889-0540 www.kineticsnoise.com [email protected]
DOCUMENT:
P6.5
ESR / KSR / KSCR Installation Instructions PAGE 1 OF 1 RELEASE DATE: 05/07/04
The installation instruction for the ESR, KSR, and KSCR
can be found on our website,
http://www.kineticsnoise.com
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:
P7.0
TABLE OF CONTENTS (CHAPER P7 – CABLE/WIRE ROPE RESTRAINTS)PAGE 1 OF 2 RELEASE DATE: 5/21/04
TABLE OF CONTENTS
CABLE / WIRE ROPE RESTRAINTS
General Description P7.1
Submittal Data for Cable Restraint Kits with a Swaged Loop on One End
KSWC: Light Duty U-Bolt Cable Restraint Kit (KSCA – KSCA) P7.2.1
KSGC: Light Duty GRIPPLE Cable Restraint Kit (KSCA – KSCA) P7.2.2
KSUA: Light Duty U-Bolt Cable Restraint Kit (KSUA – KSUA) P7.2.3
KSLG: Light Duty GRIPPLE Cable Restraint Kit (KSCA – KSUA) P7.2.4
KSCU: Light Duty GRIPPLE Cable Restraint Kit (KSUA – KSCA) P7.2.5
KSUG: Light Duty GRIPPLE Cable Restraint Kit (KSUA – KSUA) P7.2.6
Submittal Data for Bulk Cable Restraint Kits
KSWC: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (KSCA – KSCA) P7.3.1
KSQF: Light Duty GRIPPLE Bulk Cable Restraint Kit (KSCA – KSCA) P7.3.2
KSUA: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (KSUA – KSUA) P7.3.3
KSCCU: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA – KSUA) P7.3.4
KSCCU4: Light Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA-4 – KSUA) P7.3.5
KSCC: Heavy Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA – CCA) P7.3.6
KSCC4: Heavy Duty U-Bolt Clip Bulk Cable Restraint Kit (CCA-4 – CCA) P7.3.7
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.0
TABLE OF CONTENTS (CHAPTER P7 – CABLE/WIRE ROPE RESTRAINTS)PAGE 2 OF 2 RELEASE DATE: 5/21/04
Cable Anchorage Hardware Kits
KSCA-AK (For Use with KSCA Brackets) P7.4.1
KSUA-AK (For Use with KSUA-1 & KSUA-2 Brackets) P7.4.2
KSCC-AK (For Use with CCA Brackets) P7.4.3
KSCC4-AK (For Use with CCA-4 Brackets) P7.4.4
Selection Information P7.5
Installation Instructions P7.6
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.1
KSWC U-BOLT CLIP CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.382-1A RELEASE DATE: 5/21/04
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I47
5
CLA
SSlb
s.
* M
AX.
CA
BLE
TEN
SIO
N
CAB
LESI
ZE
1,17
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
1,17
52,
960
1/4
IV2,
560
IIIIV
IV2,
090
III1,
480
KSW
C-2
50
KSW
C-1
87
MO
DEL
KSW
C-1
25
------
-----
-----
* FO
R K
SCA
BRAC
KET
WEL
DED
TO
STE
EL P
ER S
-90.
379-
1B.
SEE
S-90
.382
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STA
LLAT
ION
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY
OTH
ERS
CO
NC
RET
ES
TRU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-9
0.38
5-2B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATT
ACH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS
.
KSW
C R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSE
MBL
IES.
SEE
APP
RO
PRIA
TESU
BMIT
TALS
FOR
EQ
UIP
MEN
TA
TTAC
H. O
PTIO
NS.
* M
AX.
HO
RIZ
ON
TAL
CA
BLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* M
AX.
HO
RIZ
ON
TAL
CAB
LEFO
RC
E@
A=0
°
825
lbs.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.2
KSGC GRIPPLE CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.391-1A RELEASE DATE5/21/04
MAX
.C
ABLE
TEN
SIO
N
KSG
C-1
87
KSG
C-1
25
------
------
----
MO
DEL
3/16
CAB
LES
IZE
1/8in.
1,23
5
lbs.
500
615
lbs.
250
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
1,06
5MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
lbs.
430
III---
-----
1,23
5
CLA
SS I
CLA
SS
------
--
lbs.
500
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
III87
0IIII
lbs.
350
CLA
SS
I
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45° CLA
SS
II
CLA
SS
-0-
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-9
0.38
8-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
KSG
C R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.3
KSUA U-BOLT CLIP CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.397-1A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
S-90
.397
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
A R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OP
TIO
NS.
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
860
lbs.
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I49
5
CLA
SSlb
s.
* MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE
1,63
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
2,96
02,
960
1/4
IV2,
560
IVIV
IV2,
090
III1,
480
KSU
A-25
0
KSU
A-18
7
MO
DEL
KSU
A-12
5
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.4
KSLG GRIPPLE CABLE RESTRAINT KIT (KSCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.412-1A RELEASE DATE: 5/21/04
MAX
.C
ABLE
TEN
SIO
N
KSLG
-187
KSLG
-125
------
------
----
MO
DEL
3/16
CAB
LES
IZE
1/8in.
1,23
5
lbs.
500
615
lbs.
250
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
1,06
5MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
lbs.
430
III---
-----
1,23
5
CLA
SS I
CLA
SS
------
--
lbs.
500
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
III87
0IIII
lbs.
350
CLA
SS
I
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45° CLA
SS
II
CLA
SS
-0-
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
KSLG
RES
TRAI
NT
CAB
LE K
IT B
Y KI
NET
ICS.
EAC
H K
IT C
ON
TAIN
S TW
O C
ABLE
ASS
EMBL
IES.
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.A=
45°±
15°
INST
ALLA
TIO
NAN
GLE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.5
KSCU GRIPPLE CABLE RESTRAINT KIT (KSUA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.404-1A RELEASE DATE: 5/21/04
------
----
------
----
250
500
1,23
5
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STE
ELST
RU
CTU
RE
BY
OTH
ERS
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-9
0.38
5-5A
FO
RBO
LTIN
G IN
STR
UC
TIO
NS.
KSC
U R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.E
ACH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SU
BMIT
TALS
FOR
EQ
UIP
MEN
TAT
TAC
H. O
PTIO
NS.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
215
lbs.
250
lbs.
mm 2
lbs.
------
----
CLA
SS
-0-
CLA
SS
-0-
CLA
SS
175
lbs.
-0-
CLA
SS
-0-
125
CLA
SSlb
s.
MAX
.C
ABLE
TEN
SIO
N
CAB
LES
IZE
350
0I
I43
025
0-0
-35
0I
1,23
55
1,06
5III
IIIII
870
II61
5KS
CU
-4
KSC
U-3
MO
DEL
KSC
U-2
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.6
KSUG GRIPPLE CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.409-1A RELEASE DATE: 5/21/04
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
G R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OP
TIO
NS.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
215
lbs.
250
lbs.
mm 2
lbs.
------
----
CLA
SS
-0-
CLA
SS
-0-
CLA
SS
175
lbs.
-0-
CLA
SS
-0-
125
CLA
SSlb
s.
MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE 350
0I
I43
025
0-0
-35
0I
1,23
55
1,06
5III
IIIII
870
II61
5KS
UG
-4
KSU
G-3
MO
DEL
KSU
G-2
------
------
----
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
------
----
------
----
250
500
1,23
5
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.1
KSWC U-BOLT CLIP CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.382-1A RELEASE DATE: 5/21/04
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I47
5
CLA
SSlb
s.
* M
AX.
CA
BLE
TEN
SIO
N
CAB
LESI
ZE
1,17
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
1,17
52,
960
1/4
IV2,
560
IIIIV
IV2,
090
III1,
480
KSW
C-2
50
KSW
C-1
87
MO
DEL
KSW
C-1
25
------
-----
-----
* FO
R K
SCA
BRAC
KET
WEL
DED
TO
STE
EL P
ER S
-90.
379-
1B.
SEE
S-90
.382
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STA
LLAT
ION
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY
OTH
ERS
CO
NC
RET
ES
TRU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-9
0.38
5-2B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATT
ACH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS
.
KSW
C R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSE
MBL
IES.
SEE
APP
RO
PRIA
TESU
BMIT
TALS
FOR
EQ
UIP
MEN
TA
TTAC
H. O
PTIO
NS.
* M
AX.
HO
RIZ
ON
TAL
CA
BLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* M
AX.
HO
RIZ
ON
TAL
CAB
LEFO
RC
E@
A=0
°
825
lbs.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.2
KSGC GRIPPLE CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.391-1A RELEASE DATE5/21/04
MAX
.C
ABLE
TEN
SIO
N
KSG
C-1
87
KSG
C-1
25
------
------
----
MO
DEL
3/16
CAB
LES
IZE
1/8in.
1,23
5
lbs.
500
615
lbs.
250
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
1,06
5MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
lbs.
430
III---
-----
1,23
5
CLA
SS I
CLA
SS
------
--
lbs.
500
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
III87
0IIII
lbs.
350
CLA
SS
I
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45° CLA
SS
II
CLA
SS
-0-
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-9
0.38
8-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
KSG
C R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.3
KSUA U-BOLT CLIP CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.397-1A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
S-90
.397
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
A R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OP
TIO
NS.
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
860
lbs.
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I49
5
CLA
SSlb
s.
* MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE
1,63
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
2,96
02,
960
1/4
IV2,
560
IVIV
IV2,
090
III1,
480
KSU
A-25
0
KSU
A-18
7
MO
DEL
KSU
A-12
5
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.4
KSLG GRIPPLE CABLE RESTRAINT KIT (KSCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.412-1A RELEASE DATE: 5/21/04
MAX
.C
ABLE
TEN
SIO
N
KSLG
-187
KSLG
-125
------
------
----
MO
DEL
3/16
CAB
LES
IZE
1/8in.
1,23
5
lbs.
500
615
lbs.
250
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
1,06
5MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
lbs.
430
III---
-----
1,23
5
CLA
SS I
CLA
SS
------
--
lbs.
500
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
III87
0IIII
lbs.
350
CLA
SS
I
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45° CLA
SS
II
CLA
SS
-0-
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
KSLG
RES
TRAI
NT
CAB
LE K
IT B
Y KI
NET
ICS.
EAC
H K
IT C
ON
TAIN
S TW
O C
ABLE
ASS
EMBL
IES.
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.A=
45°±
15°
INST
ALLA
TIO
NAN
GLE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.5
KSCU GRIPPLE CABLE RESTRAINT KIT (KSUA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.404-1A RELEASE DATE: 5/21/04
------
----
------
----
250
500
1,23
5
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STE
ELST
RU
CTU
RE
BY
OTH
ERS
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-9
0.38
5-5A
FO
RBO
LTIN
G IN
STR
UC
TIO
NS.
KSC
U R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.E
ACH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SU
BMIT
TALS
FOR
EQ
UIP
MEN
TAT
TAC
H. O
PTIO
NS.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
215
lbs.
250
lbs.
mm 2
lbs.
------
----
CLA
SS
-0-
CLA
SS
-0-
CLA
SS
175
lbs.
-0-
CLA
SS
-0-
125
CLA
SSlb
s.
MAX
.C
ABLE
TEN
SIO
N
CAB
LES
IZE
350
0I
I43
025
0-0
-35
0I
1,23
55
1,06
5III
IIIII
870
II61
5KS
CU
-4
KSC
U-3
MO
DEL
KSC
U-2
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.2.6
KSUG GRIPPLE CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.409-1A RELEASE DATE: 5/21/04
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
G R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
KIT
CO
NTA
INS
TWO
CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OP
TIO
NS.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
215
lbs.
250
lbs.
mm 2
lbs.
------
----
CLA
SS
-0-
CLA
SS
-0-
CLA
SS
175
lbs.
-0-
CLA
SS
-0-
125
CLA
SSlb
s.
MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE 350
0I
I43
025
0-0
-35
0I
1,23
55
1,06
5III
IIIII
870
II61
5KS
UG
-4
KSU
G-3
MO
DEL
KSU
G-2
------
------
----
SEE
S-90
.388
-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
------
----
------
----
250
500
1,23
5
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.1
KSWC U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-2A RELEASE DATE: 5/21/04
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
ES
TRU
CTU
RE
BY O
THER
S
SEE
ATT
ACH
MEN
T KI
TS
UBM
ITTA
L S-
90.3
85-2
BFO
R C
ON
CR
ETE
AN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
KSC
W B
ULK
RES
TRAI
NT
CAB
LE K
IT B
Y KI
NET
ICS.
EAC
H S
TAN
DAR
D K
IT C
ON
TAIN
S EN
OU
GH
MAT
ERIA
L FO
R (2
) 12
FT. C
ABLE
ASS
EMBL
IES.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
2,96
0
1,63
5
KSW
C-2
50B
KSW
C-1
87B
KSW
C-1
25B
-----
------
-----
MO
DEL
1/4
3/16
CAB
LESI
ZE 1/8in.
CLA
SS
IIIIV
1,17
5
IIIIII
1,17
5
* M
AX.
CA
BLE
TEN
SIO
N
CLA
SS II
CLA
SS II
lbs.
955
lbs.
955
* M
AX.
HO
RIZ
ON
TAL
CA
BLE
FOR
CE
@ A
=0°
2,09
0IV
IV2,
560
III1,
155
1,41
5IIIII
lbs.
675
CLA
SS
II
lbs.
825* M
AX.
HO
RIZ
ON
TAL
CAB
LEFO
RC
E@
A=3
0°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
1,48
0IIIII
815
lbs.
CLA
SS
475
I
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* FO
R K
SCA
BRAC
KET
WEL
DED
TO
STE
EL P
ER S
-90.
379-
1B.
SEE
S-90
.382
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.2
KSQF GRIPPLE BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-4A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
KSQ
F BU
LK R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
STA
ND
ARD
KIT
CO
NTA
INS
ENO
UG
HM
ATER
IAL
FOR
(2) 1
2 FT
. CAB
LE A
SSEM
BLIE
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-9
0.38
8-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
CAB
LES
IZE
3/16in.
1/8
MO
DEL
------
------
----
KSQ
F-12
5
KSQ
F-18
7
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0° CLA
SS
500
lbs.
------
--
CLA
SS
1,23
5---
-----
500
lbs.
1,23
5MAX
.C
ABLE
TEN
SIO
N
CLA
SS
350
lbs.
I III87
0
I III
430
lbs.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
1,06
5
-0-
CLA
SS II
CLA
SS I III
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
250
lbs.
615
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THE
RS
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.3
KSUA U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-8A RELEASE DATE: 5/21/04
* FO
R K
SUA-
2 BR
ACK
ET B
OLT
ED
TO
STE
EL P
ER S
-90.
379-
1B.
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
S-9
0.39
7-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
STEE
LST
RU
CTU
RE
BY O
THE
RS
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATT
ACH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
A BU
LK R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
STA
ND
ARD
KIT
CO
NTA
INS
ENO
UG
HM
ATER
IAL
FOR
(2) 1
2 FT
. CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
825
lbs.
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I47
5
CLA
SSlb
s.
* MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE
1,63
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
2,96
02,
960
1/4
IV2,
560
IVIV
IV2,
090
III1,
480
KSU
A-25
0B
KSU
A-18
7B
MO
DEL
KSU
A-12
5B
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.4
KSCCU U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-10A RELEASE DATE: 5/21/04
2960
IVIV
IVIV
III29
6025
6020
9014
80
* FOR
KSU
A BR
ACKE
T BO
LTED
TO
STEE
L WIT
H 1/2
" DIA
. BOL
T.
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
ATTA
CHM
ENT
KIT
SUBM
ITTA
L S-9
0.385
-8B
FOR
CONC
RETE
ANCH
OR IN
STRU
CTIO
NS.
SEE
S-90
.397-
1BFO
R EN
D LO
OPIN
STRU
CTIO
NS
* MAX
.CA
BLE
TENS
ION
lbs.
in.
CABL
ESI
ZE 1/4
MODE
L
------
------
----
KSCC
U-25
0B
lbs.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
lbs.
CLAS
SCL
ASS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-8
BFO
R CO
NCRE
TE A
NCHO
R IN
STRU
CTIO
NS.
KSCC
U BU
LK R
ESTR
AINT
CAB
LE K
IT B
Y KI
NETI
CS.
EACH
STA
NDAR
D KI
T CO
NTAI
NS E
NOUG
HMA
TERI
AL F
OR (2
) 12 F
T. C
ABLE
ASS
EMBL
IES.
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CLAS
Slbs
.CL
ASS
CLAS
S
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.5
KSCCU4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-13A RELEASE DATE: 5/21/04
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CABL
ESI
ZE
* FOR
CCA
-4 B
RACK
ET B
OLTE
D T
O CO
NCRE
TESEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
in. 1/4
MODE
L
------
------
----
KSCC
U4-2
50B
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
* MAX
.CA
BLE
TENS
ION
lbs.
CLAS
Slbs
.lbs
.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
lbs.
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
CLAS
SCL
ASS
SEE
S-90
.397-
1BFO
R EN
D LO
OPIN
STRU
CTIO
NS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
2960
IV29
60IV
IV25
6020
90IV
1480
III
ORIE
NTAT
ION
1 or 2
ORIE
NTAT
ION
1OR
IENT
ATIO
N 2
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.6
KSCC U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-11A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
SCL
ASS
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=3
0°
CLAS
SCL
ASS
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=4
5°
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=6
0°
STEE
LST
RUCT
URE
BY O
THER
S
2960
IV29
6025
6020
9014
80IV
IVIV
III
KSCC
-375
B3/8
5915
V33
7551
2041
8029
55IV
IV
KSCC
-500
B1/2
8500
3375
6250
6010
4250
IV
* FOR
CCA
BRA
CKET
WEL
DED
TO
STEE
L.
V
IV IV
V VV
KSCC
BUL
K RE
STRA
INT
CABL
E KI
T BY
KIN
ETIC
S.EA
CH S
TAND
ARD
KIT
CONT
AINS
ENO
UGH
MATE
RIAL
FOR
(2) 1
2 FT.
CAB
LE A
SSEM
BLIE
S.
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL
S-90
.385-
8AFO
R BO
LTIN
G &
WEL
DING
INST
RUCT
IONS
.
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=0
°
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-8
BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
KSCC
-250
B
------
------
----
MODE
L
CLAS
S
1/4
CABL
ESI
ZE in.lbs
.* MAX
.CA
BLE
TENS
ION
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.7
KSCC4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-12A RELEASE DATE5/21/04
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
* MAX
.CA
BLE
TENS
ION
lbs.
CLAS
Slbs
.lbs
.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
lbs.
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
CLAS
SCL
ASS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
3/8KS
CC4-
375B
1/2KS
CC4-
500B
2960
IV29
60IV
IV25
6020
90IV
1470
III
3/8 1/2
ORIE
NTAT
ION
1 or 2 1 2 21
ORIE
NTAT
ION
1OR
IENT
ATIO
N 2
5915
V59
1550
2055
85V
2955
IV
5915
5915
5915
5585
2955
8500
6250
5250
5585
3520
IV
8500
3375
6095
5585
4250
V
VV
VV
V
IVV
VV
VIV
V
V VIV
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CABL
ESI
ZE
* FOR
CCA
-4 B
RACK
ET B
OLTE
D T
O CO
NCRE
TE.
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
in. 1/4
MODE
L
------
------
----
KSCC
4-25
0B
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.1
KSWC U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-2A RELEASE DATE: 5/21/04
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
ES
TRU
CTU
RE
BY O
THER
S
SEE
ATT
ACH
MEN
T KI
TS
UBM
ITTA
L S-
90.3
85-2
BFO
R C
ON
CR
ETE
AN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
KSC
W B
ULK
RES
TRAI
NT
CAB
LE K
IT B
Y KI
NET
ICS.
EAC
H S
TAN
DAR
D K
IT C
ON
TAIN
S EN
OU
GH
MAT
ERIA
L FO
R (2
) 12
FT. C
ABLE
ASS
EMBL
IES.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
2,96
0
1,63
5
KSW
C-2
50B
KSW
C-1
87B
KSW
C-1
25B
-----
------
-----
MO
DEL
1/4
3/16
CAB
LESI
ZE 1/8in.
CLA
SS
IIIIV
1,17
5
IIIIII
1,17
5
* M
AX.
CA
BLE
TEN
SIO
N
CLA
SS II
CLA
SS II
lbs.
955
lbs.
955
* M
AX.
HO
RIZ
ON
TAL
CA
BLE
FOR
CE
@ A
=0°
2,09
0IV
IV2,
560
III1,
155
1,41
5IIIII
lbs.
675
CLA
SS
II
lbs.
825* M
AX.
HO
RIZ
ON
TAL
CAB
LEFO
RC
E@
A=3
0°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
1,48
0IIIII
815
lbs.
CLA
SS
475
I
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* FO
R K
SCA
BRAC
KET
WEL
DED
TO
STE
EL P
ER S
-90.
379-
1B.
SEE
S-90
.382
-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.2
KSQF GRIPPLE BULK CABLE RESTRAINT KIT (KSCA – KSCA)PAGE 1 OF 1 - DRAWING # S-90.384-4A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2A
FOR
BO
LTIN
G &
WEL
DIN
GIN
STR
UC
TIO
NS.
KSQ
F BU
LK R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
STA
ND
ARD
KIT
CO
NTA
INS
ENO
UG
HM
ATER
IAL
FOR
(2) 1
2 FT
. CAB
LE A
SSEM
BLIE
S.
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-2B
FOR
CO
NC
RET
EA
NC
HO
R IN
STR
UC
TIO
NS.
SEE
S-9
0.38
8-3A
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
CAB
LES
IZE
3/16in.
1/8
MO
DEL
------
------
----
KSQ
F-12
5
KSQ
F-18
7
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0° CLA
SS
500
lbs.
------
--
CLA
SS
1,23
5---
-----
500
lbs.
1,23
5MAX
.C
ABLE
TEN
SIO
N
CLA
SS
350
lbs.
I III87
0
I III
430
lbs.
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
1,06
5
-0-
CLA
SS II
CLA
SS I III
MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
250
lbs.
615
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
STEE
LST
RU
CTU
RE
BY O
THER
S
CO
NC
RET
EST
RU
CTU
RE
BY O
THE
RS
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.3
KSUA U-BOLT CLIP BULK CABLE RESTRAINT KIT (KSUA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-8A RELEASE DATE: 5/21/04
* FO
R K
SUA-
2 BR
ACK
ET B
OLT
ED
TO
STE
EL P
ER S
-90.
379-
1B.
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
A=45
°±15
°IN
STAL
LATI
ON
ANG
LE
SEE
S-9
0.39
7-1B
FOR
EN
D L
OO
PIN
STR
UC
TIO
NS
STEE
LST
RU
CTU
RE
BY O
THE
RS
CO
NC
RET
EST
RU
CTU
RE
BY O
THER
S
SEE
ATTA
CH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5B
FOR
CO
NC
RET
EAN
CH
OR
INST
RU
CTI
ON
S.
SEE
ATT
ACH
MEN
T KI
TSU
BMIT
TAL
S-90
.385
-5A
FOR
BOLT
ING
INST
RU
CTI
ON
S.
KSU
A BU
LK R
ESTR
AIN
T C
ABLE
KIT
BY
KIN
ETIC
S.EA
CH
STA
ND
ARD
KIT
CO
NTA
INS
ENO
UG
HM
ATER
IAL
FOR
(2) 1
2 FT
. CAB
LE A
SSEM
BLIE
S.
SEE
APPR
OPR
IATE
SUBM
ITTA
LSFO
R E
QU
IPM
ENT
ATTA
CH
. OPT
ION
S.
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=60°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=45°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=30°
* MAX
.H
OR
IZO
NTA
LC
ABLE
FOR
CE
@ A
=0°
825
lbs.
955
lbs.
in.
1/8
955
lbs.
II
CLA
SS
II
CLA
SS
II
CLA
SS
675
lbs.
II
CLA
SS
I47
5
CLA
SSlb
s.
* MAX
.C
ABLE
TEN
SIO
N
CAB
LESI
ZE
1,63
5III
3/16
1,63
5III
III1,
415
815
II1,
155
III
2,96
02,
960
1/4
IV2,
560
IVIV
IV2,
090
III1,
480
KSU
A-25
0B
KSU
A-18
7B
MO
DEL
KSU
A-12
5B
------
------
----
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.4
KSCCU U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-10A RELEASE DATE: 5/21/04
2960
IVIV
IVIV
III29
6025
6020
9014
80
* FOR
KSU
A BR
ACKE
T BO
LTED
TO
STEE
L WIT
H 1/2
" DIA
. BOL
T.
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
ATTA
CHM
ENT
KIT
SUBM
ITTA
L S-9
0.385
-8B
FOR
CONC
RETE
ANCH
OR IN
STRU
CTIO
NS.
SEE
S-90
.397-
1BFO
R EN
D LO
OPIN
STRU
CTIO
NS
* MAX
.CA
BLE
TENS
ION
lbs.
in.
CABL
ESI
ZE 1/4
MODE
L
------
------
----
KSCC
U-25
0B
lbs.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
lbs.
CLAS
SCL
ASS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-8
BFO
R CO
NCRE
TE A
NCHO
R IN
STRU
CTIO
NS.
KSCC
U BU
LK R
ESTR
AINT
CAB
LE K
IT B
Y KI
NETI
CS.
EACH
STA
NDAR
D KI
T CO
NTAI
NS E
NOUG
HMA
TERI
AL F
OR (2
) 12 F
T. C
ABLE
ASS
EMBL
IES.
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CLAS
Slbs
.CL
ASS
CLAS
S
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.5
KSCCU4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – KSUA)PAGE 1 OF 1 - DRAWING # S-90.384-13A RELEASE DATE: 5/21/04
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CABL
ESI
ZE
* FOR
CCA
-4 B
RACK
ET B
OLTE
D T
O CO
NCRE
TESEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
in. 1/4
MODE
L
------
------
----
KSCC
U4-2
50B
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
* MAX
.CA
BLE
TENS
ION
lbs.
CLAS
Slbs
.lbs
.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
lbs.
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
CLAS
SCL
ASS
SEE
S-90
.397-
1BFO
R EN
D LO
OPIN
STRU
CTIO
NS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
2960
IV29
60IV
IV25
6020
90IV
1480
III
ORIE
NTAT
ION
1 or 2
ORIE
NTAT
ION
1OR
IENT
ATIO
N 2
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.6
KSCC U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-11A RELEASE DATE: 5/21/04
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
SCL
ASS
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=3
0°
CLAS
SCL
ASS
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=4
5°
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=6
0°
STEE
LST
RUCT
URE
BY O
THER
S
2960
IV29
6025
6020
9014
80IV
IVIV
III
KSCC
-375
B3/8
5915
V33
7551
2041
8029
55IV
IV
KSCC
-500
B1/2
8500
3375
6250
6010
4250
IV
* FOR
CCA
BRA
CKET
WEL
DED
TO
STEE
L.
V
IV IV
V VV
KSCC
BUL
K RE
STRA
INT
CABL
E KI
T BY
KIN
ETIC
S.EA
CH S
TAND
ARD
KIT
CONT
AINS
ENO
UGH
MATE
RIAL
FOR
(2) 1
2 FT.
CAB
LE A
SSEM
BLIE
S.
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL
S-90
.385-
8AFO
R BO
LTIN
G &
WEL
DING
INST
RUCT
IONS
.
lbs.* M
AX.
HORI
ZONT
ALCA
BLE
FORC
E@
A=0
°
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-8
BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
KSCC
-250
B
------
------
----
MODE
L
CLAS
S
1/4
CABL
ESI
ZE in.lbs
.* MAX
.CA
BLE
TENS
ION
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
APPR
OPRI
ATE
SUBM
ITTA
LSFO
R EQ
UIPM
ENT
ATTA
CH. O
PTIO
NS.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.3.7
KSCC4 U-BOLT CLIP BULK CABLE RESTRAINT KIT (CCA-4 – CCA)PAGE 1 OF 1 - DRAWING # S-90.384-12A RELEASE DATE5/21/04
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=0°
* MAX
.CA
BLE
TENS
ION
lbs.
CLAS
Slbs
.lbs
.
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=30°
lbs.
CLAS
S
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=60°
lbs.
CLAS
SCL
ASS
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
SEE
S-90
.384-
11B
FOR
END
LOOP
INST
RUCT
IONS
3/8KS
CC4-
375B
1/2KS
CC4-
500B
2960
IV29
60IV
IV25
6020
90IV
1470
III
3/8 1/2
ORIE
NTAT
ION
1 or 2 1 2 21
ORIE
NTAT
ION
1OR
IENT
ATIO
N 2
5915
V59
1550
2055
85V
2955
IV
5915
5915
5915
5585
2955
8500
6250
5250
5585
3520
IV
8500
3375
6095
5585
4250
V
VV
VV
V
IVV
VV
VIV
V
V VIV
* MAX
.HO
RIZO
NTAL
CABL
EFO
RCE
@ A
=45°
CABL
ESI
ZE
* FOR
CCA
-4 B
RACK
ET B
OLTE
D T
O CO
NCRE
TE.
SEE
ATTA
CHME
NT K
ITSU
BMIT
TAL S
-90.3
85-1
1BFO
R CO
NCRE
TEAN
CHOR
INST
RUCT
IONS
.
in. 1/4
MODE
L
------
------
----
KSCC
4-25
0B
CONC
RETE
STRU
CTUR
EBY
OTH
ERS
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
A=45
°±15
°IN
STAL
LATI
ONAN
GLE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.4.1
KSCA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSCA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-2A & S-90.385-2B RELEASE DATE: 5/21/04
THROUGH BOLTED OR WELDED
ANCHORED TO CONCRETE
ORIENTATION1
ORIENTATION2
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
CLASS----------------
KSCA-AK-250
KSCA-AK-375
KSCA-AK-500
985
lbs. CLASS
695
lbs.
II
III2,405 1,700
2,970 IV 2,970
II
III
III
570
lbs.
1,175
1,175
CLASS
CABLE ATTACHMENT HOLE.
DO NOT USETHIS HOLE!!FOR ANCHOR EMDEDMENT & EDGE DIST.
SEE "ANCHOR CAPACITIES USED BY KNCSEISMIC PROGRAMS-WEDGE TYPE
ANCHOR APPLICATIONS".
KINETIC
KSCA
KSCA BRACKETBY KINETICS.
CONCRETE BY OTHERS.
KINETIC
KSCA
T
OPTIONAL WELD ATTACHMENTEQUAL TO (1) SIZE (ØD) UNC BOLT.
NEOPRENEGROMMET
REQUIRED FORKSCA-AK-250/-375
BY KINETICS.
CABLEATTACHMENT
HOLE
(Lw) TYP
DO NOT USETHIS HOLE!!
A°
A°
HARDWAREBY KINETICS.
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
1,620
BOLT/ANCHOR
SIZE(ØD)
(UNC)
MODEL
KSCA-AK-500
KSCA-AK-375
KSCA-AK-250
----------------
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
0.50
0.38
0.25
in. CLASS
665
435
lbs.
200
II
I
-0-
990
lbs.
415
865
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
CLASS
I
I
-0-
455II
II 300
lbs.
140I
865III
560II
I
lbs.
255
CLASS CLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
CLASS
-0-
II
II
240
lbs.
520
785
215
lbs.
-0-
450 I
670 II
CLASS
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
I255
lbs. CLASS
-0-240
CLASSlbs.
570 II560 II
II II935
ORIENTATION2
ORIENTATION1 A°
A°
ØD
A°
T
NEOPRENE GROMMET REQUIREDFOR KSCA-AK-250/-375 BY KINETICS.
CONCRETE ANCHORBY KINETICS.
in.
0.25
0.38
0.50
BOLT/ANCHOR
SIZE(ØD)
(UNC)
MODEL
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
I
II
III
II 405
lbs.
995III
IV 1,820
CLASS CLASS
III1,175
III1,175
II
lbs.
625
2,970
1,725
lbs.
705
2,540 IV2,970 IVIV
III1,700 III1,385III
lbs. CLASS
570 II
CLASS
II
lbs.
695
CLASS
II
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
ØD
A°
KSCA BRACKETBY KINETICS.
STEELBYOTHERS.
2.00
1.25
1.00
WELDLENGTH
(Lw)
in.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.4.2
KSUA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSUA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-5A & S-90.385-5B RELEASE DATE: 5/21/04
KSUA CABLE ATTACHMENTBRACKET BY KINETICS.
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
A°A°
ORIENTATION1 ORIENTATION
2
TKSUA CABLE RESTRAINT
KIT BY KINETICS.
KSUA -AKATTACHMENT
KIT BY KINETICS.
ØD
A°STRUCTURAL STEEL
BY OTHERS.
540
lbs.
II
1,325 III
2,425 IV
CLASSCLASSCLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
4,850
2,650
lbs.
1,085
IV
IV
III
1,3002,010 IVIV2,800
III1,095 7101,530 III
lbs.
290
CLASS
II
lbs.
450
CLASS
I
lbs.
625
III
II
I 505
lbs.
I
CLASS
450
lbs.
II
CLASS
I360
CLASSlbs.
III1,230 880 II1,095 III
2,250 IV IV2,010 III1,615KSUA-AK-500
KSUA-AK-375
MODEL
KSUA-AK-250
----------------
BOLT/ANCHOR
SIZE(ØD)
(UNC)
0.50
0.38
0.25
in.
CONCRETEBY OTHERS.
TKSUA CABLE RESTRAINTKIT BY KINETICS.
FOR ANCHOR EMDEDMENT & EDGE DIST.SEE "ANCHOR CAPACITIES USED BY KNC
SEISMIC PROGRAMS-WEDGE TYPEANCHOR APPLICATIONS".
KSUA -AKATTACHMENT KIT
BY KINETICS.
ØD
175
lbs. CLASS
170
lbs. CLASS
150
CLASSlbs.
I380 330 I360 I
570 II II550 II510KSUA-AK-500
KSUA-AK-375
MODEL
KSUA-AK-250
----------------
BOLT/ANCHOR
SIZE(ØD)
(UNC)
0.50
0.38
0.25
in.
185
lbs.
390 I
580 II
CLASSCLASSCLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
2,390
1,360
lbs.
530
IV
III
II
330550 IIII885
I360 220575 II
lbs.
100
CLASS
I
lbs.
170
CLASS
-0-
lbs.
260
I
-0-
-0-
A°A°
ORIENTATION1 ORIENTATION
2
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
45°
KSUA CABLE ATTACHMENTBRACKET BY KINETICS.
-0- -0- -0- -0-
THROUGH BOLTED OR WELDED
ANCHORED TO CONCRETE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.4.1
KSCA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSCA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-2A & S-90.385-2B RELEASE DATE: 5/21/04
THROUGH BOLTED OR WELDED
ANCHORED TO CONCRETE
ORIENTATION1
ORIENTATION2
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
CLASS----------------
KSCA-AK-250
KSCA-AK-375
KSCA-AK-500
985
lbs. CLASS
695
lbs.
II
III2,405 1,700
2,970 IV 2,970
II
III
III
570
lbs.
1,175
1,175
CLASS
CABLE ATTACHMENT HOLE.
DO NOT USETHIS HOLE!!FOR ANCHOR EMDEDMENT & EDGE DIST.
SEE "ANCHOR CAPACITIES USED BY KNCSEISMIC PROGRAMS-WEDGE TYPE
ANCHOR APPLICATIONS".
KINETIC
KSCA
KSCA BRACKETBY KINETICS.
CONCRETE BY OTHERS.
KINETIC
KSCA
T
OPTIONAL WELD ATTACHMENTEQUAL TO (1) SIZE (ØD) UNC BOLT.
NEOPRENEGROMMET
REQUIRED FORKSCA-AK-250/-375
BY KINETICS.
CABLEATTACHMENT
HOLE
(Lw) TYP
DO NOT USETHIS HOLE!!
A°
A°
HARDWAREBY KINETICS.
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
1,620
BOLT/ANCHOR
SIZE(ØD)
(UNC)
MODEL
KSCA-AK-500
KSCA-AK-375
KSCA-AK-250
----------------
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
0.50
0.38
0.25
in. CLASS
665
435
lbs.
200
II
I
-0-
990
lbs.
415
865
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
CLASS
I
I
-0-
455II
II 300
lbs.
140I
865III
560II
I
lbs.
255
CLASS CLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
CLASS
-0-
II
II
240
lbs.
520
785
215
lbs.
-0-
450 I
670 II
CLASS
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
I255
lbs. CLASS
-0-240
CLASSlbs.
570 II560 II
II II935
ORIENTATION2
ORIENTATION1 A°
A°
ØD
A°
T
NEOPRENE GROMMET REQUIREDFOR KSCA-AK-250/-375 BY KINETICS.
CONCRETE ANCHORBY KINETICS.
in.
0.25
0.38
0.50
BOLT/ANCHOR
SIZE(ØD)
(UNC)
MODEL
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
I
II
III
II 405
lbs.
995III
IV 1,820
CLASS CLASS
III1,175
III1,175
II
lbs.
625
2,970
1,725
lbs.
705
2,540 IV2,970 IVIV
III1,700 III1,385III
lbs. CLASS
570 II
CLASS
II
lbs.
695
CLASS
II
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
ØD
A°
KSCA BRACKETBY KINETICS.
STEELBYOTHERS.
2.00
1.25
1.00
WELDLENGTH
(Lw)
in.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P7.4.2
KSUA-AK CABLE ANCHORAGE HARDWARE KIT FOR KSUA BRACKETSPAGE 1 OF 1 - DRAWING # S-90.385-5A & S-90.385-5B RELEASE DATE: 5/21/04
KSUA CABLE ATTACHMENTBRACKET BY KINETICS.
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
A°A°
ORIENTATION1 ORIENTATION
2
TKSUA CABLE RESTRAINT
KIT BY KINETICS.
KSUA -AKATTACHMENT
KIT BY KINETICS.
ØD
A°STRUCTURAL STEEL
BY OTHERS.
540
lbs.
II
1,325 III
2,425 IV
CLASSCLASSCLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
4,850
2,650
lbs.
1,085
IV
IV
III
1,3002,010 IVIV2,800
III1,095 7101,530 III
lbs.
290
CLASS
II
lbs.
450
CLASS
I
lbs.
625
III
II
I 505
lbs.
I
CLASS
450
lbs.
II
CLASS
I360
CLASSlbs.
III1,230 880 II1,095 III
2,250 IV IV2,010 III1,615KSUA-AK-500
KSUA-AK-375
MODEL
KSUA-AK-250
----------------
BOLT/ANCHOR
SIZE(ØD)
(UNC)
0.50
0.38
0.25
in.
CONCRETEBY OTHERS.
TKSUA CABLE RESTRAINTKIT BY KINETICS.
FOR ANCHOR EMDEDMENT & EDGE DIST.SEE "ANCHOR CAPACITIES USED BY KNC
SEISMIC PROGRAMS-WEDGE TYPEANCHOR APPLICATIONS".
KSUA -AKATTACHMENT KIT
BY KINETICS.
ØD
175
lbs. CLASS
170
lbs. CLASS
150
CLASSlbs.
I380 330 I360 I
570 II II550 II510KSUA-AK-500
KSUA-AK-375
MODEL
KSUA-AK-250
----------------
BOLT/ANCHOR
SIZE(ØD)
(UNC)
0.50
0.38
0.25
in.
185
lbs.
390 I
580 II
CLASSCLASSCLASS
MAX. HORIZ.FORCE
ORIENTATION1
@ A=0°
2,390
1,360
lbs.
530
IV
III
II
330550 IIII885
I360 220575 II
lbs.
100
CLASS
I
lbs.
170
CLASS
-0-
lbs.
260
I
-0-
-0-
A°A°
ORIENTATION1 ORIENTATION
2
MAX. HORIZ.FORCE
ORIENTATION1
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION1
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=60°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=45°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=30°
MAX. HORIZ.FORCE
ORIENTATION2
@ A=0°
45°
KSUA CABLE ATTACHMENTBRACKET BY KINETICS.
-0- -0- -0- -0-
THROUGH BOLTED OR WELDED
ANCHORED TO CONCRETE
Kinetics Noise Control © 2003
KIN
ET
ICS
™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
PAGE:
P8.0
TABLE OF CONTENTS (Chapter P8)OTHER REQUIRED COMPONENTS FOR SUSPENDED SYSTEMS RELEASE DATE: 10/20/03
CHAPTER P8
OTHER REQUIRED COMPONENTS FOR SUSPENDED SYSTEMS
TABLE OF CONTENTS
General Description P8.1
Submittal Data P8.2
KHRC-A (Rod Stiffener Clamps for Angles) P8.2.1
KHRC-P (Rod Stiffener Clamps for Pipes) P8.2.2
KCHB (Pipe Clevis Internal Brace) P8.2.3
KSCA (Cable/Strut Attachment Bracket) P8.2.4
KSUA (Optional Cable/Strut Attachment Bracket) P8.2.5
KSCC (Strut Attachment Clip) P8.2.6
KSBC (Beam Clamp) P8.2.7
Selection Information P8.3
Installation Instructions P8.4
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:
P8.2.1-1
KHRC-A ADJUSTABLE STIFFENER KITDRAWING # S-90.500-1A RELEASE DATE: 12/19/03
KIN
ET
ICS
KH
RC
-A
KIN
ET
ICS
KH
RC
-A
HO
LE #
1
HO
LE #
2
HO
LE #
1
HO
LE #
2
1.63
KH
RC
-A IN
NE
R C
LAM
PH
ALF
BY
KIN
ET
ICS
.K
HR
C-A
OU
TE
R C
LAM
PH
ALF
BY
KIN
ET
ICS
.
3.00
4.13
L 1
X 1
X 0
.13
L 1.
5 X
1.5
X 0
.25
Ø1.
00M
AX
.T
YP
.
Ø0.
38M
IN.
TY
P.
L 2
X 2
X 0
.13
L 2
X 2
X 0
.25
TH
UM
B S
CR
EW
BY
KIN
ET
ICS
IN H
OLE
S #
2F
OR
L 2
X 2
AN
GL
ES
.
TH
UM
B S
CR
EW
BY
KIN
ET
ICS
IN H
OLE
S #
1F
OR
L 1
X 1
AN
DL
1.5
X 1
.5 A
NG
LE.
2.25
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:
P8.2.1-2
KHRC-A ADJUSTABLE STIFFENER KITDRAWING # S-90.500-1B RELEASE DATE: 12/19/03
L3 L1L2
STIF
FEN
ER A
NG
LEBY
OTH
ERS.
SIZ
ER
ECO
MM
END
ED O
NTA
BLE
4b O
FKI
NET
ICS
"SIT
ESP
ECIF
IC F
OR
CE
CLA
SS T
ABLE
S".
KHR
C-A
AD
JUST
ABLE
ANG
LE S
TIFF
ENER
KIT
BY K
INET
ICS.
CO
UPL
ING
&AN
CH
OR
BY
OTH
ERS.
THR
EAD
EDH
ANG
ERR
OD
BY
OTH
ERS.
KSW
C C
ABLE
RES
TRAI
NT
KIT
SHO
WN
BY K
INET
ICS.
KCH
B C
LEVI
SH
ANG
ER B
RAC
EKI
T SH
OW
N B
YKI
NET
ICS.
CLE
VIS
HAN
GER
BY O
THER
S.
IMPO
RTA
NT
NO
TES:
1.)
THE
VALU
ES O
F L2
AN
D (L
1+L3
) MU
ST N
OT
EXC
EED
TH
E M
AXIM
UM
UN
STIF
FEN
ED H
ANG
ER R
OD
LEN
GTH
FR
OM
TAB
LE 4
b O
F K
INE
TIC
S"S
ITE
SPEC
IFIC
FO
RC
E C
ALSS
TABL
ES".
2.)
A M
INIM
UM
OF
TWO
(2) K
HR
C-A
'S A
RE
REQ
UIR
ED P
ER H
ANG
ER
RO
D IN
STAL
LATI
ON
.
KIN
ETIC
S
KHR
C-A
KIN
ETIC
S
KHR
C-A
KIN
ETIC
S
KHR
C-A
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:
P8.2.1-3
KHRC-A ADJUSTABLE STIFFENER KITDRAWING # S-90.500-1C RELEASE DATE: 12/19/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
L1L2
STI
FFE
NER
AN
GLE
BY O
THE
RS.
SIZ
ER
ECO
MM
END
ED O
NTA
BLE
4b
OF
KIN
ETI
CS
"SIT
ES
PEC
IFIC
FO
RC
EC
LAS
S TA
BLES
".
KH
RC
-A A
DJU
STA
BLE
AN
GLE
STI
FFE
NE
RK
IT B
Y K
INE
TIC
S.
VER
TIC
AL
LIM
ITS
TOP
@ A
LLR
EST
RAI
NT
LOC
ATIO
NS.
THR
EAD
ED
HA
NG
ER
RO
D B
YO
THER
S.
KSW
C C
ABLE
RE
STR
AIN
TK
IT S
HO
WN
BY
KIN
ETI
CS.
KCH
B C
LEV
ISH
AN
GE
R B
RAC
EK
IT S
HO
WN
BY
KIN
ETI
CS.
CLE
VIS
HA
NG
ER
BY O
THER
S.
IMP
OR
TAN
T N
OTE
S:
1.)
THE
VAL
UES
OF
L2 A
ND
(L1+
L3) M
UST
NO
T E
XCEE
D T
HE
MAX
IMUM
UN
STI
FFEN
ED H
ANG
ER R
OD
LEN
GTH
FRO
M T
ABLE
4b
OF
KIN
ETI
CS
"SIT
ES
PEC
IFIC
FO
RCE
CAL
SSTA
BLES
". 2
.) A
MIN
IMU
M O
F TW
O (2
) KH
RC
-A'S
AR
E R
EQ
UIR
ED P
ER H
ANG
ER R
OD
INST
ALL
ATI
ON
.
KINE
TICS
KHR
C-A
KINE
TICS
KHR
C-A
KINE
TICS
KHR
C-A
0.38
MA
X.
0.25
MA
X.
L3
ISO
LATI
ON
BY
KIN
ETI
CS
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:
P8.2.3-1
KCHB CLEVIS HANGER BRACEDRAWING # S-90.600-1A RELEASE DATE: 12/19/03
PIP
E S
IZE
1-1/
2"
2"
2-1/
2"
3"
3-1/
2"
4" 5" 6" 8" 10"
12"
14"
16"
18"
20"
24"
30"
KC
HB
-17
KC
HB
-01
MO
DE
L
KC
HB
-03
KC
HB
-02
KC
HB
-04
KC
HB
-05
KC
HB
-06
KC
HB
-07
KC
HB
-08
KC
HB
-09
KC
HB
-10
KC
HB
-11
KC
HB
-12
KC
HB
-13
KC
HB
-14
KC
HB
-15
KC
HB
-16
L
ØD
AL (in
.)
14.0
0
4.50
4.00
3.50
2.88
2.38
1.88
5.56
6.63
8.63
10.7
5
12.7
5
16.0
0
18.0
0
20.0
0
24.0
0
30.0
0
1.00
0.75
0.75
0.75
0.75
0.75
0.75
0.50
0.50
0.50
0.50
0.50A (in.)
0.88
0.50
0.25
ØD
min
.(in
.)
0.38
ØD
ma
x.(in
.)
0.75
1.25
0.25
0.38
0.25
0.38
0.25
0.38
0.25
0.38
KC
HB
BR
AC
E A
NG
LEE
AC
H K
IT C
ON
TA
INS
(1)
PE
R M
OD
EL
DE
SC
RIP
TIO
NIN
TA
BLE
AT
TH
E R
IGH
T.
KC
HB
BR
AC
E A
NG
LE S
TR
AP
EA
CH
KIT
CO
NT
AIN
S (
2).
6.38
0.38
0.69
1.00
1.00
1.00
1.00
1.00
0.50
0.50
0.50
0.50
0.50
0.88
0.88
0.88
0.88
0.88
0.75
0.75
0.75
0.75
0.75
1.25
1.25
1.25
1.25
1.25
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:
P8.2.3-2
KCHB CLEVIS HANGER BRACEDRAWING # S-90.600-1B RELEASE DATE: 12/19/03
Kinetics Noise Control © 2003
KIN
ET
ICS
™S
eism
ic D
esig
n M
anua
l
MEMBER
5" S
CH
ED
. 40
PIP
E S
HO
WN
.
CLE
VIS
HA
NG
ER
BY
OTH
ER
S
5/8-
11 U
NC
HA
NG
ER
RO
DS
HO
WN
BY
OTH
ER
S.
KS
WC
CA
BLE
RE
ST
RA
INT
KIT
BY
KIN
ETI
CS
KC
HB
CLE
VIS
HA
NG
ER
BR
AC
EK
IT B
Y K
INE
TIC
S
KC
HB
BR
AC
EA
NG
LE (1
)P
ER
KIT
BY
KIN
ETI
CS
.
ST
EP
1:
PO
SIT
ION
BR
AC
E A
NG
LE O
NC
LEVI
S H
AN
GE
R B
OL
T. W
RA
PBR
ACE
ANG
LE S
TR
AP A
RO
UN
DA
NG
LE &
BO
LT. T
HR
EA
D S
TR
AP
TH
RO
UG
H S
LOT,
PU
LL T
IGH
T,A
ND
BE
ND
AS
SH
OW
N A
BO
VE
.
ST
EP
2:
WR
AP
EXC
ESS
ANG
LE
BR
ACE
ST
RA
P A
RO
UN
D A
NG
LE &
BO
LT A
S S
HO
WN
AB
OV
E.
KC
HB
BR
AC
E A
NG
LES
TR
AP
(2)
PE
RK
IT B
Y K
INE
TIC
S.
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:
P8.2.77
KSBC Beam ClampPAGE 1 OF 4 RELEASE DATE: 1/6/05
Kinetics KSBC Seismically Rated Beam Clamp
There is frequently a desire to attach seismic restraints to roof or floor support I-beams.Equally often the ability to add holes to these beams for bolts or to weld tabs to them isnot possible or practical. In these conditions, Beam Clamps can often be used as long asthey are of the proper type, are properly sized and are properly installed.
Before proceeding in the selection of a beam clamp, first determine that the beams towhich the restraint is to be attached are oriented properly. All connections must bepositive and not rely on friction to carry the seismic load. This means that the direction ofthe cable and/or strut used to resist the forces must be at right angles to the beam. If thecable or strut is oriented in line with the beam axis, a beam clamp cannot be used and aweld-on tab or bolted connection is required.
If, based on the above, it is possible to use a beam clamp, an appropriate type and sizemust be selected. Most commercially available Beam Clamps are not appropriate for theattachment of restraints as they are designed to support vertical loads and not transferhorizontal ones. Unless rated for horizontal loads by the manufacturer, “conventional”beam clamps should not be used. As a minimum, appropriate beam clamps must meetthe following set of requirements:
1) Beam clamps must engage both sides of a beam such that, even if the attachment boltis not fully tightened, there is no possibility that the clamp can be pulled off of thebeam.
2) Both the clamp bracket itself and the arm that engages the opposite side of the beammust be adequate to transfer the full horizontal load that is required for the application
3) The hardware used to attach the restraint or strut bracket to the beam clamp must alsobe adequate to transfer the full horizontal load that is required for the application.
4) All components used must be rated using factors consistent with code requirementsand appropriate for seismic design.
The Kinetics Noise Control KSBC Beam Clamp is designed to address the horizontalloads expected from seismic events. The two (2) sizes available use 3/8” and 1/2”attachment hardware and are equivalent to full bolted connections for hardware of thesame size. (Thus if documentation requires that a 3/8” bolt be used, a 3/8” beam clamp isequally acceptable.)
Note that, as with any seismic connection to structural elements, the ability of thestructural element to resist the design seismic load is known only by the structuralengineer of record. As these forces can be significant and because beams used tosupport structures are typically designed around the vertical or gravity loads, there may bestructural issues that must be addressed when connecting to and applying largehorizontal forces to these members. Always, before connecting restraints to beams or
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:
P8.2.77
KSBC Beam ClampPAGE 2 OF 4 RELEASE DATE: 1/6/05
other structural elements, ensure that the capacity of the elements to resist these loads isadequate. Kinetics Noise Control is not in a position to accept any responsibility forproblems that develop from restraints being attached to inadequate structural elements.
3/8" ALL THREAD
3/8" HEX NUT
3/8" X 2" LONGHEX HEAD B OLT
KSBC-1 ASSEMBLY
Typical KSBC shown with KSUA attachment clip(Can also be used with KSCA clip)
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:
P8.2.77
KSBC Beam ClampPAGE 3 OF 4 RELEASE DATE: 1/6/05
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
APPROX.3 1/4" TALL
3/8" X
2" L
ONG
HEX
HEAD
BOL
T
KSBC
-2 A
SSEM
BLYAPPROX.
2" TALL
KSCA
SEE
DRAW
ING
S-90
.379
-1A
KINE
TICS
SEI
SMIC
BEA
M CL
AMP
ASSE
MBLY
DOE
S NO
T IN
CLUD
ETH
ESE
BRAC
KETS
. SHO
WN
FOR
OPTI
ONAL
ASS
EMBL
IES
ONLY
.
1/2" F
LAT
WAS
HER
1/2" A
LL T
HREA
D
KSUA
-2SE
E DR
AWIN
GS-
90.3
79-5
AFO
R 1/2
" ROD
I-BEA
M(B
Y OT
HERS
)
MINU
MUM
CLAM
PING
WID
TH =
3"MA
XIMU
M CL
AMPI
NG W
IDTH
= 9"
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:
P8.2.77.3
KSBC Beam ClampPAGE 4 OF 4 RELEASE DATE: 1/6/05
Kinetics Noise Control © 2003
KIN
ETI
CS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
3/8" X
2" L
ONG
HEX
HEAD
BOL
T
KINE
TICS
SEI
SMIC
BEA
M CL
AMP
ASSE
MBLY
DOE
S NO
T IN
CLUD
ETH
ESE
BRAC
KETS
. SHO
WN
FOR
OPTI
ONAL
ASS
EMBL
IES
ONLY
.
3/8" F
LAT
WAS
HER
KSUA
-1SE
E DR
AWIN
GS-
90.3
79-5
AFO
R 3/8
" ROD
APPROX.2" TALL
KSBC
-1 A
SSEM
BLY
APPROX.3" TALL
KSCA
SEE
DRAW
ING
S-90
.379
-1A
3/8" A
LL TH
READ
3/8" H
EX N
UT
I-BEA
M(B
Y OT
HERS
)
MINU
MUM
CLAM
PING
WID
TH =
3"MA
XIMU
M CL
AMPI
NG W
IDTH
= 9"
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
PAGE:
P9.0
TABLE OF CONTENTS (Chapter P9)FLOATING FLOOR RESTRAINTS RELEASE DATE: 10/20/03
TABLE OF CONTENTS
ARCHITECTURAL RESTRAINT ELEMENTS
General Description P9.1
Floating Floor Submittal Data
FFR-1 (Embedded Floor Restraint) P9.2.1
FFR-2 (Embedded Floor Restraint) P9.2.2
PERIMETER PADS P9.2.3
Isolated Ceiling Component Submittal Data
KSWC Cable Kits P9.3.1
Isolated Wall Component Submittal Data
PSB (Wall Sway Brace) P9.4.1
IPRB (Wall Restraint Angle Clip [Top Edge]) P9.4.2
KSWB (Neoprene Resilient Wall Clip) P9.4.3
Selection Information P9.5
Installation Instructions P9.6
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:
P9.2.1
FFR-1 FLOOR RESTRAINT (LIFT SLAB)PAGE 1 OF 1 - DRAWING # SS-20000202 RELEASE DATE: 5/17/04
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:
P9.2.2
FFR-2 FLOOR RESTRAINT (ROLL OUT SYSTEM)PAGE 1 OF 1 - DRAWING # SS-20000203 RELEASE DATE: 5/17/04
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
PAGE:
P10.0
TABLE OF CONTENTS (Chapter P10)ANCHOR BOLTS AND ATTACHMENT HARDWARE RELEASE DATE: 6/09/04
TABLE OF CONTENTS
ANCHOR BOLTS AND ATTACHMENT HARDWARE
General Description P10.1
Submittal Data P10.2
KCAB Anchor Bolts (Wedge-Type Anchors) P10.2.1
KUAB Anchor Bolts (Undercut Anchors) P10.2.2
TG Grommets (Oversized Holes and Cushioned Anchorage) P10.2.3
Selection Information P10.3
KCAB Wedge Type Anchor Selection Guide P10.3.1
KUAB Undercut type Anchor Selection Guide P10.3.2
Installation Instructions P10.4
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:
P10.2.1
KCAB WEDGE TYPE SEISMIC ANCHOR DATAPAGE 1 OF 3 RELEASE DATE: 10/31/05
KCAB Wedge Type Seismic Anchor Data
The Seismic Certification programs written and used by Kinetics Noise Control use themodel KCAB Wedge Type Anchor data listed in Table P10.2.1-1 below. The variousterms and dimensions referenced in this document are defined in Figure P10.2.1-1. Anyanchors that are substituted and/or supplied by others must be evaluated and approvedby the Design Professional of Record. The data listed in Table P10.2.1-1 is drawn formICBO report data. All relevant factors for proper installation of these anchors are definedin documentation provided by Kinetics Noise Control.
The data provided in Table P10.2.1-1 is based on concrete with a minimum compressivestrength of 3,000 psi and a minimum embedment depth equal to 8 anchor diameters.
Table P10.2.1-1: KCAB Wedge Type Seismic Anchor Basic Capacities(Reference: Figure P10.2.1-1)
AnchorSize3
(in)
MinimumEmbedment
(in)
BasicASD
TensileAllowable1
(lbs)
BasicASD
ShearAllowable1
(lbs)
MinimumSpacing2
(in)
MinimumEdge
Distance2
(in)
1/4 2 280 400 4 3-3/83/8 3 588 1,018 6 4-7/81/2 4 874 1,769 7 6-3/45/8 5 1,317 2,640 8 8-1/43/4 6 1,668 4,225 10-1/4 9-3/47/8 7 2,264 6,210 12-5/16 9-1/81 8 2,535 8,328 14-5/8 13-1/21 9 2,730 8,328 12 13-1/2
1-1/4 10 5,105 9,918 15 12-15/16
1) For Non-California projects these values may be inflated by 33-1/3% for seismic and windapplications. For California Non-OSHPD projects these values must be reduced by 20%. ForCalifornia OSHPD projects the allowable loads for lightweight, 2,000 psi, concrete must bereduced by 20% to simulate cracked concrete. In this case the values listed here do not apply.2) Minimum spacing and edge distance are required to develop the maximum listed allowableloads.3) If the Clearance Hole Diameter is greater than or equal to 1/8 more than the Anchor Size, fillthe clearance space with grout or epoxy, or use the appropriate Kinetics Noise Control model TGGrommet.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.1
KCAB WEDGE TYPE SEISMIC ANCHOR DATAPAGE 2 OF 3 RELEASE DATE: 10/31/05
Anch
orLe
ngth
Min
.Ed
geD
ist.
Min
.Sp
acin
g
Slab
/H
ouse
keep
ing
Pad
Thic
knes
s
Min
.Em
bedm
ent
Min
.C
over
Leng
th C
ode
Stam
ped
Her
eC
lear
ance
Hol
e D
ia.
Anch
or S
ize
Mou
ntin
gPl
ate/
Foot
Figure P10.2.1-1: KCAB Wedge Type Seismic Anchor Installation Guide.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.1
KCAB WEDGE TYPE SEISMIC ANCHOR DATAPAGE 3 OF3 RELEASE DATE: 10/31/05
Table P10.2.1-2: Anchor Length by Length Code Stamp (Anchor Size Independent)
LengthCodeStamp
Anchor Length(in)
LengthCodeStamp
Anchor Length(in)
A 1.5 to 2.0 K 6.5 to 7.0B 2.0 to 2.5 L 7.0 to 7.5C 2.5 to 3.0 M 7.5 to 8.0D 3.0 to 3.5 N 8.0 to 8.5E 3.5 to 4.0 O 8.5 to 9.0F 4.0 to 4.5 P 9.0 to 9.5G 4.5 to 5.0 Q 9.5 to 10.0H 5.0 to 5.5 R 10.0 to 11.0I 5.5 to 6.0 S 11.0 to 12.0J 6.0 to 6.5 ---------- ---------------
Table P10.2.1-3: Anchor Size vs. Tightening Torque for Standard Weight Concrete
AnchorSize(in)
AnchorTightening
Torque(ft-lbs)
1/4 8.003/8 25.001/2 55.005/8 90.003/4 175.07/8 250.01 300.0
Table P10.2.1-4: Minimum Cover Requirements per ACI 318-02
MinimumCover
(in)Concrete Exposure Condition
Cast-in-Place & Nonprestressed
3 Cast-in-place and permanently exposed to the ground.1-1/2 Exposed to the ground or weather.3/4 Slabs, walls, or joists not exposed to the weather or ground.
1-1/2 Beams or Columns not exposed to the weather or ground.3/4 Shells or folded plate members not exposed to the weather or ground.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.2
KUAB TYPE P UNDERCUT SEISMIC ANCHOR DATAPAGE 1 OF 3 RELEASE DATE: 10/31/05
KUAB Type P Undercut Seismic Anchor Data
The Seismic Certification programs written and used by Kinetics Noise Control use themodel KUAB Type P Undercut Anchor data listed in Tables P10.2.2-1, P10.2.2-2, andP10.2.2-3 below. Type P indicates that the anchor is a pre-setting or pre-positioningtype of anchor. The various terms and dimensions referenced in this document aredefined in Figures P10.2.2-1, P10.2.2-2, and P10.2.2-3. Any other anchors that aresubstituted and/or supplied by others must be evaluated and approved by the DesignProfessional of Record. The data listed in Tables P10.2.2-1 through P10.2.2-3 is drawnfrom ICC ES Report ESR-1546 (Issued August 1, 2004). All relevant factors for properinstallation of these anchors are defined in documentation provided by Kinetics NoiseControl.
The values in Table P10.2.2-1 are based on normal-weight concrete with a compressivestrength of 3,000 psi, and are adjusted for seismic and wind loading applications inaccordance with the provisions established in ACI 318-02 Appendix D.
Table P10.2.2-1: KUAB Type P Undercut Seismic Anchor Capacities.(Reference: Figure P10.2.2-1)
UndercutAnchorModel
AnchorSize1
mm(in)
Req.Embed.2
mm(in)
SeismicTensileAllow.ASD3
N(lbs)
SeismicShearAllow.ASD3
N(lbs)
Req.Spacing2
mm(in)
Req.EdgeDist.2mm(in)
LengthCode
Stamp
KUAB-01 M10(3/8)
100(3.94)
19,424(4,365)
8,869(1,993)
300(11.81)
150(5.91) I
KUAB-02 M12(1/2)
125(4.92)
24,284(5,457)
12,856(2,889)
375(14.76)
188(7.38) L
KUAB-03 M16(5/8)
190(7.48)
48,567(10,914)
23941(5,380)
570(22.44)
285(11.22) R
KUAB-04 M20(3/4)
250(9.84)
72,851(16,371)
36797(8,269)
750(29.53)
375(14.76) V
1 - If the Clearance Hole Diameter is greater than or equal to 1/8 more than the Anchor Size, fillthe clearance space with grout or epoxy, or use the appropriate Kinetics Noise Control modelTG Grommet.
2 - Required embedment, spacing, and edge distance are required to develop the maximumlisted allowable loads.
3 - These values may not be inflated by 33-1/3% for seismic and wind applications!
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.2
KUAB TYPE P UNDERCUT SEISMIC ANCHOR DATAPAGE 2 OF 3 RELEASE DATE: 10/31/05
Req.Spacing
Req.EdgeDist.
Req.EdgeDist.
MountingPlate/Foot
H =Req. Embed.
+Cover
Length CodeStamp
Figure P10.2.2-1: KUAB Type P Undercut Seismic Anchor Placement Guide.
Table P10.2.2-2: KUAB Type P Undercut Seismic Anchor Dimensional Data.(Reference: Figure P10.2.2-2)
UndercutAnchorModel
AnchorSizemm(in)
Amm(in)
Bmm(in)
Cmm(in)
Dmm(in)
Emm(in)
Fmm(in)
Gmm(in)
Hmm(in
LengthCode
Stamp
KUAB-01 M10(3/8)
20(0.79)
107(4.21)
20(0.79)
12(0.47)
10(0.39)
17(0.67)
27.5(1.08)
170(6.69) I
KUAB-02 M12(1/2)
22(0.87)
135(5.31)
30(1.18)
14(0.55)
12(0.47)
19(0.75)
33.5(1.32)
190(7.48) L
KUAB-03 M16(5/8)
30(1.18)
203(7.99)
40(1.57)
18(0.71)
16(0.63)
24(0.94)
45.5(1.79)
270(10.63) R
KUAB-04 M20(3/4)
37(1.46)
266(10.47)
50(1.97)
22(0.87)
20(0.79)
30(1.18)
50(1.97)
350(13.78) V
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.2
KUAB TYPE P UNDERCUT SEISMIC ANCHOR DATAPAGE 3 OF 3 RELEASE DATE: 10/31/05
ØE - Stud Dia.
ØA - Drill Dia.
B - Min.Drill Depth
C - Max. Grip
ØDClearance
Hole
H - Min.ConcreteThickness
F - Across Flats
ØG - Washer Dia.
Figure P10.2.2-2: KUAB Type P Undercut Seismic Anchor Installation Guide.
Table P10.2.2-3: Anchor Size vs. Tightening Torque for Standard Weight Concrete.
UndercutAnchorModel
AnchorSizemm(in)
AnchorTightening
TorqueN-m
(ft-lbs)
LengthCode
Stamp
KUAB-01 M10(3/8)
50(37) I
KUAB-02 M12(1/2)
80(59) L
KUAB-03 M16(5/8)
120(88) R
KUAB-04 M20(3/4)
300(221) V
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.3
TG BOLT ISOLATION GROMMET SUBMITTAL DATAPAGE 1 OF 3 RELEASE DATE: 9/20/04
TG Bolt Isolation Grommet Submittal Data
The Kinetics Noise Control model TG Bolt Isolation Grommet is used primarily to fill theexcess clearance in the anchor/bolt holes in equipment/isolator mounting plates/feet. Thecodes and best practice require that the diameter of an anchor/bolt hole not exceed thediameter of the anchor/bolt by more than 1/8 inch. In many cases, the seismic analysiswill indicate that an anchor/bolt of smaller size than that provided for in the mountingplate/foot may be used for a specific application. The Kinetics Noise Control model TGBolt Isolation Grommet may be used in these cases to bring the anchor/bolt holeclearance into line with the code and best practice recommended clearance for thesmaller anchor/bolt size. In order to perform satisfactorily in this type of application, thematerial used for the model TG Bolt Isolation Grommet is 80 Durometer Neoprene. Atypical Kinetics Noise Control model TG Bolt Isolation Grommet is shown below inFigure P10.2.3-1. The dimensional data for the product family line is given in TablesP10.2.3-1 and P10.2.3-2. A typical TG Bolt Isolation Grommet Installation is shown inFigure P10.2.3-2.
Model No.
ØA
ØB
ØE
Size(in)
KINE
TICS
®1/4
TG-2
5
80 DurometerNeoprene
C
D
Figure P10.2.3-1: Typical Model TG Bolt Isolation Grommet.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.3
TG BOLT ISOLATION GROMMET SUBMITTAL DATAPAGE 2 OF 3 RELEASE DATE: 9/20/04
Table P10.2.3-1: TG Bolt Isolation Grommet English Dimensional Data.
ModelAnchor/
BoltSize(in)
A(in)
B(in)
C(in)
D(in)
E(in)
TG-25 1/4 1.00 0.25 0.13 0.38 0.50TG-38 3/8 1.25 0.38 0.13 0.50 0.63TG-50 1/2 1.63 0.50 0.13 0.50 0.75TG-63 5/8 2.00 0.63 0.19 0.63 0.88TG-75 3/4 2.25 0.75 0.19 0.63 1.00TG-100 1 2.75 1.00 0.25 0.88 1.25TG-125 1-1/4 3.25 1.25 0.25 0.88 1.50TG-150 1-1/2 3.75 1.50 0.25 1.00 1.75
Table P10.2.3-2: TG Bolt Isolation Grommet Metric Dimensional Data.
ModelAnchor/
BoltSize(in)
A(mm)
B(mm)
C(mm)
D(mm)
E(mm)
TG-25 1/4 25.4 6.4 3.2 9.5 12.7TG-38 3/8 31.8 9.5 3.2 12.7 15.9TG-50 1/2 41.3 12.7 3.2 12.7 19.1TG-63 5/8 50.8 15.9 4.8 15.9 22.2TG-75 3/4 57.2 19.1 4.8 15.9 25.4TG-100 1 69.9 25.4 6.4 22.2 31.8TG-125 1-1/4 82.6 31.8 6.4 22.2 38.1TG-150 1-1/2 95.3 38.1 6.4 25.4 44.4
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.2.3
TG BOLT ISOLATION GROMMET SUBMITTAL DATAPAGE 3 OF 3 RELEASE DATE: 9/20/04
ANCHOR/BOLTMODEL TG BOLT
ISOLATION GROMMETMOUNTING
PLATE/FOOT
OVERSIZED HOLEIN MOUNTINGPLATE/FOOT
Figure P10.2.3-2: Typical TG Bolt Isolation Grommet Installation.
Kinetics Noise Control © 2003
KIN
ET
ICS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
KINETICS™ Seismic Design Manual
KCCAB CRACKED CONCRETE WEDGE TYPE SEISMIC ANCHOR DATAPAGE 1 of 3 SECTION – P10.2.4
Toll Free (USA Only): 800-959-1229 RELEASED ON: 08/07/2008International: 614-889-0480FAX 614-889-0540World Wide Web: www.kineticsnoise.comE-mail: [email protected]
Dublin, Ohio, USA Mississauga, Ontario, Canada Member
KCCAB CRACKED CONCRETE WEDGE TYPE SEISMIC ANCHOR DATA
Table P10.2.4-1; Model KCCAB Anchor Capacities – Standard Embedment in 3,000 psi NormalWeight Concrete
Anc
hor S
ize
(in)
Pilo
t Hol
e D
epth
(in)
Anc
hor E
mbe
dmen
t (in
)
Allo
wab
le T
ensi
le L
oad
(ASD
) (lb
s)
Allo
wab
le C
ombi
ned
Load
(ASD
) (lb
s)
Allo
wab
le S
hear
Loa
d(A
SD) (
lbs)
Crit
ical
Anc
hor S
paci
ng(in
)
Crit
ical
Anc
hor E
dge
Dis
tanc
e (in
)
Min
imum
Con
cret
eTh
ickn
ess
(in)
3/8 2 5/8 2 1,102 691 999 6 4 3/8 41/2 4 3 1/4 2,386 1,706 2,839 9 3/4 7 1/2 65/8 4 3/4 4 2,835 2,284 4,678 12 8 3/4 63/4 5 3/4 4 3/4 4,272 3,321 6,313 14 1/4 9 8
0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000
Horizontal Load (lbs)
Verti
cal L
oad
(lbs)
3/8 Anchor
1/2 Anchor
5/8 Anchor
3/4 Anchor
Figure P10.2.4-1; Seismic Capacity Envelopes for Model KCCAB Concrete Anchors withStandard Embedment
KINETICS™ Seismic Design Manual
KCCAB CRACKED CONCRETE WEDGE TYPE SEISMIC ANCHOR DATAPAGE 2 of 3 SECTION – P10.2.4
Toll Free (USA Only): 800-959-1229 RELEASED ON: 08/07/2008International: 614-889-0480FAX 614-889-0540World Wide Web: www.kineticsnoise.comE-mail: [email protected]
Dublin, Ohio, USA Mississauga, Ontario, Canada Member
Anch
orLe
ngth
Min
.Ed
geD
ist.
Min
.Sp
acin
g
Slab
/H
ouse
keep
ing
Pad
Thic
knes
s
Min
.Em
bedm
ent
Min
.C
over
Leng
th C
ode
Stam
ped
Her
eC
lear
ance
Hol
e D
ia.
Anch
or S
ize
Mou
ntin
gPl
ate/
Foot
Figure P10.2.4-2; KCCAB Cracked Concrete Seismic Anchor Installation Guide
KINETICS™ Seismic Design Manual
KCCAB CRACKED CONCRETE WEDGE TYPE SEISMIC ANCHOR DATAPAGE 3 of 3 SECTION – P10.2.4
Toll Free (USA Only): 800-959-1229 RELEASED ON: 08/07/2008International: 614-889-0480FAX 614-889-0540World Wide Web: www.kineticsnoise.comE-mail: [email protected]
Dublin, Ohio, USA Mississauga, Ontario, Canada Member
Table P10.2.4-2: Anchor Length by Length Code Stamp (Anchor Size Independent)
LengthCodeStamp
Anchor Length(in)
LengthCodeStamp
Anchor Length(in)
A 1.5 up to 2.0 M 7.5 up to 8.0B 2.0 up to 2.5 N 8.0 up to 8.5C 2.5 up to 3.0 O 8.5 up to 9.0D 3.0 up to 3.5 P 9.0 up to 9.5E 3.5 up to 4.0 Q 9.5 up to 10.0F 4.0 up to 4.5 R 10.0 up to 11.0G 4.5 up to 5.0 S 11.0 up to 12.0H 5.0 up to 5.5 T 12.0 up to 13.0I 5.5 up to 6.0 U 13.0 up to 14.0J 6.0 up to 6.5 V 14.0 up to 15.0K 6.5 up to 7.0 W 15.0 up to 16.0L 7.0 up to 7.5 ---------- ---------------
Table P10.2.4-3: Anchor Size vs. Tightening Torque for Standard Weight Concrete
AnchorSize(in)
AnchorTightening
Torque(ft-lbs)
3/8 25.001/2 40.005/8 60.003/4 110.0
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:
P10.3.1
KCAB ANCHOR SELECTION GUIDEPAGE 1 OF 5 RELEASE DATE: 10/31/05
KCAB Wedge Type Anchor Selection Guide
For wedge type concrete anchors, the factor of safety is computed using the followingequation.
F.S. 1 = 1/[(T/TA)(5/3) + (P/PA)(5/3)] (Eq. P10.3.1-1)
Where:F.S. = the factor of safety.T = the applied tensile force acting on the anchor (lbs).TA = the allowable tensile load for the specified anchor size (lbs).P = the applied shear force acting on the anchor (lbs).PA = the allowable shear load for the specified anchor size (lbs).
It is possible to use Equation P10.3.1-1 to compute an allowable combined anchor loadwhere the applied tensile force is equal to the applied shear force. With this information, acapacity envelope may be constructed for the various wedge type concrete anchors thatare specified and used by Kinetics Noise Control. In Equation P10.3.1-2 the appliedtensile load has been made equal to the applied shear load, and is designated as FC.
1 = 1/[(FC/TA)(5/3) + (FC/PA)(5/3)] (Eq. P10.3.1-2)
Solving Equation P10.3.1-2 for FC and simplifying will yield the following result.
FC = ( TA * PA) * [1/(TA(5/3) + PA
(5/3))](3/5) (Eq. P10.3.1-3)
The data provided in Table P10.3.1-1 is based on concrete with a minimum compressivestrength of 3,000 psi and a minimum embedment depth equal to 8 anchor diameters. Thecapacity envelopes for the anchors presented in Table P10.3.1-1 are plotted in FiguresP10.3.1-1 through P10.3.1-4.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.1
KCAB ANCHOR SELECTION GUIDEPAGE 2 OF 5 RELEASE DATE: 10/31/05
Table P10.3.1-1; KCAB Wedge Type Anchor Basic Capacities.
AnchorSize2
(in)
MinimumRequiredEmbed.Depth
(in)
ASDAllow.TensileLoad1
(T=0)(lbs)
ASDAllow.ShearLoad1
(P=0)(lbs)
ASDAllow.Comb.Load1
(FC=T=P)(lbs
LRFDAllow.TensileLoad1
(T=0)(lbs)
LRFDAllow.ShearLoad1
(P=0)(lbs)
LRFDAllow.Com.Load1
(FC=T=P)(lbs)
1/4 2 280 400 215 392 560 3013/8 3 588 1,018 480 823 1,425 6721/2 4 874 1,769 744 1,224 2,477 1,0415/8 5 1,317 2,640 1,118 1,844 3,696 1,5653/4 6 1,668 4,225 1,486 2,335 5,915 2,0807/8 7 2,264 6,210 2,044 3,170 8,694 2,8611 8 2,535 8,328 2,346 3,549 11,659 3,2851 9 2,730 8,328 2,503 3,822 11,659 3,504
1-1/4 10 5,105 9,918 4,301 7,147 13,885 6,021
1) For Non-California projects these values may be inflated by 33-1/3% for seismic and windapplications. For California Non-OSHPD projects these values must be reduced by 20%. ForCalifornia OSHPD projects the allowable loads for lightweight, 2,000 psi, concrete must bereduced by 20% to simulate cracked concrete. In this case the values listed here do not apply.2) If the Clearance Hole Diameter is greater than or equal to 1/8 more than the Anchor Size, fillthe clearance space with grout or epoxy, or use the appropriate Kinetics Noise Control model TGGrommet.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.1
KCAB ANCHOR SELECTION GUIDEPAGE 3 OF 5 RELEASE DATE: 10/31/05
0
100
200
300
400
500
600
700
800
900
0 200 400 600 800 1,000 1,200 1,400 1,600 1,800
Anchor Shear Load (lbs)
Anch
or T
ensi
le L
oad
(lbs) 1/4" Anchor
3/8" Anchor1/2" Anchor
Figure P10.3.1-1; Basic ASD Values for 1/4 through 1/2 Anchors.
0
500
1,000
1,500
2,000
2,500
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs) 5/8" Anchor
3/4" Anchor7/8" Anchor
Figure 10.3.1-2; Basic ASD Values for 5/8 Though 7/8 Anchors
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.1
KCAB ANCHOR SELECTION GUIDEPAGE 4 OF 5 RELEASE DATE: 10/31/05
0
1,000
2,000
3,000
4,000
5,000
6,000
0 2,000 4,000 6,000 8,000 10,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs)
1" Anchor @ 8" Embed.1" Anchor @ 9" Embed.1-1/4" Anchor
Figure P10.3.1-3; Basic ASD Values for 1 through 1-1/4 Anchors.
0
200
400
600
800
1,000
1,200
1,400
0 250 500 750 1,000 1,250 1,500 1,750 2,000 2,250 2,500
Anchor Shear Load (lbs)
Anch
or T
ensi
le L
oad
(lbs) 1/4" Anchor
3/8" Anchor1/2" Anchor
Figure 10.3.1-4; Basic LRFD Values for 1/4 Though 5/8 Anchors
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.1
KCAB ANCHOR SELECTION GUIDEPAGE 5 OF 5 RELEASE DATE: 10/31/05
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs) 5/8" Anchor
3/4" Anchor7/8" Anchor
Figure P10.3.1-5; Basic LRFD Values for 5/8 through 7/8 Anchors.
0
1,000
2,000
3,000
4,000
5,000
6,000
7,000
8,000
0 2,000 4,000 6,000 8,000 10,000 12,000 14,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs) 1" Anchor @8" Embed.
1" Anchor @ 9" Embed.1-1/4" Anchor
Figure 10.3.1-2; Basic LRFD Values for 1 Though 1-1/4 Anchors
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.2
KUAB TYPE P SEISMIC ANCHOR SELECTION GUIDEPAGE 1 OF 4 RELEASE DATE: 10/31/05
KUAB Type P Undercut Seismic Anchor Selection Guide
The Kinetics Noise Control model KUAB Type P Undercut Seismic Anchors arepurchased from HILTI, Inc., and are described in Document P.10.2.2. The SeismicRestraint Envelopes for this type of anchor will be constructed according to theinformation found in ICC ES Report number ESR-1546, Section 4.2.1. In this document,the following definitions will apply.
T = the applied tensile load in the anchor.TA = the allowable tensile load in the anchor, ASD or LRFD.P = the applied shear load in the anchor.PA = the allowable shear load in the anchor, ASD or LRFD.FC = the combined load case where T = P.
For applied shear loads P 0.2PA the full allowable load in tension TA may be taken. Forapplied tensile loads T 0.2TA the full allowable load in shear PA may be taken. For allother conditions;
(T/TA) + (P/PA) 1.2 (Eq. P10.3.2-1)
Setting T = P = FC, and solving for the combined load FC will provide the closing data pointfor the Seismic Restraint Envelopes.
FC = 1.2TAPA/(PA+TA) (Eq. P10.3.2-2)
The ASD, and LRFD Allowable Tensile, Shear, Combined Loads for the Kinetics NoiseControl model KUAB Type P Undercut Seismic Anchors are given in Table P10.3.2-1.The Seismic Restraint Envelopes for those anchors are presented in Figures P10.3.2-1and P10.3.2-2 for ASD values, and Figures P10.3.2-3 and P10.3.2-4 for LRFD values.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.2
KUAB TYPE P SEISMIC ANCHOR SELECTION GUIDEPAGE 2 OF 4 RELEASE DATE: 10/31/05
Table P10.3.2-1; KUAB Type P Undercut Seismic Type Anchor Capacities (HILTI HDA-P Undercut Concrete Anchors)
AnchorSize1
(mm)
[ Stud ](in)
Min.Req.’dEmbed.Depth
(in)
ASDAllow.TensileLoad2
(T=0)(lbs)
ASDAllow.ShearLoad2
(P=0)(lbs)
ASDAllow.Comb.Load2
(FC=T=P)(lbs)
LRFDAllow.TensileLoad2
(T=0)(lbs)
LRFDAllow.ShearLoad2
(P=0)(lbs)
LRFDAllow.Comb.Load2
(FC=T=P)(lbs)
M10 [ 3/8 ] 4 4,365 1,993 1,642 6,111 2,790 2,299M12 [ 1/2 ] 5 5,457 2,889 2,267 7,640 4,045 3,174M16 [ 5/8 ] 7-1/2 10,914 5,380 4,324 15,280 7,532 6,054M20 [ 3/4 ] 9-7/8 16,371 8,269 6,593 22,919 11,577 9,230
1) If the Clearance Hole Diameter is greater than or equal to 1/8 more than the Anchor Size, fillthe clearance space with grout or epoxy, or use the appropriate Kinetics Noise Controlmodel TG Grommet.
2) These values may not be inflated by 33-1/3% for seismic and wind applications!
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0 1,000 2,000 3,000 4,000 5,000 6,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs)
M10 Anchor
M12 Anchor
Figure P10.3.2-1; Basic ASD Values for M10 and M12 Anchors.
Kinetics Noise Control © 2003
KIN
ET
ICS
™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:
P10.3.2
KUAB TYPE P SEISMIC ANCHOR SELECTION GUIDEPAGE 3 OF 4 RELEASE DATE: 10/31/05
Kinetics Noise Control © 2003
0
1,000
2,000
3,000
4,000
5,000
6,000
7,000
8,000
9,000
0 5,000 10,000 15,000 20,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs)
M16 Anchor
M20 Anchor
Figure P10.3.2-2; Basic ASD Values for M16 and M20 Anchors.
0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
0 2,000 4,000 6,000 8,000 10,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs)
M10 Anchor
M12 Anchor
Figure P10.3.2-3; Basic LRFD Values for M10 and M12 Anchors.
KIN
ET
ICS
™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:
P10.3.2
KUAB TYPE P SEISMIC ANCHOR SELECTION GUIDEPAGE 4 OF 4 RELEASE DATE: 10/31/05
Kinetics Noise Control © 2003
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
0 5,000 10,000 15,000 20,000 25,000
Anchor Shear Load (lbs)
Anc
hor T
ensi
le L
oad
(lbs)
M16 Anchor
M20 Anchor
Figure P10.3.2-4; Basic LRFD Values for M16 and M20 Anchors.
KIN
ET
ICS
™Se
ism
ic D
esig
n M
anua
l
MEMBER
KINETICS™ Seismic Design Manual
TITLE: KCAB & KCCAB ANCHOR INSTALLATION INSTRUCTIONSPAGE 1 of 2 SECTION – P10.4
Toll Free (USA Only): 800-959-1229 RELEASED ON: 11/07/2008International: 614-889-0480FAX 614-889-0540World Wide Web: www.kineticsnoise.comE-mail: [email protected]
Dublin, Ohio, USA Mississauga, Ontario, Canada Member
ANCHOR INSTALLATION INSTRUCTION KCAB-KCCAB
KCAB and KCCAB anchors shall be installed in holes drilled into the base material using carbide-tipped masonry drill bits complying with ANSI B212.15-1994. The nominal drill bit diameter shallbe equal to that of the anchor. The drilled hole shall exceed the required anchor embedmentdepth by at least one anchor diameter to permit over-driving of anchors and to provide a dustcollection area.
Anchors shall be installed to a minimum embedment depth and with at least the minimum edgedistance as specified in the table below.
KCAB Data KCCAB DataAnchor Size Minimum
Embedment(in)
Minimum EdgeDistance (in)
MinimumEmbedment
(in)
MinimumEdge Distance
(in)0.25 2.0 3.380.38 3.0 4.88 2.00 6.500.50 4.0 6.75 3.25 7.500.62 5.0 8.25 4.00 8.750.75 6.0 9.75 4.75 9.001.00 8.0 13.50
1.00 (Hi Capacity) 9.0 13.50
The anchor shall be hammered into the predrilled hole until at least 6 threads (KCAB) or 4 threads(KCCAB) are below the fixture surface. The nut shall be tightened against the washer until thetorque values specified in the table below are obtained.
KCAB Data KCCAB DataAnchor Size Torque (in lb) Torque (Nm) Torque (in lb) Torque (Nm)
0.25 4 60.38 20 27 25 340.50 40 54 40 540.62 85 115 60 810.75 150 202 110 1491.00 325 439
See page to follow for detailed installation procedure.
KINETICS™ Seismic Design Manual
TITLE: KCAB & KCCAB ANCHOR INSTALLATION INSTRUCTIONSPAGE 2 of 2 SECTION – P10.4
Toll Free (USA Only): 800-959-1229 RELEASED ON: 11/07/2008International: 614-889-0480FAX 614-889-0540World Wide Web: www.kineticsnoise.comE-mail: [email protected]
Dublin, Ohio, USA Mississauga, Ontario, Canada Member
1) Hammer drill a hole to the same nominal diameter as the KCAB or KCCAB using a bitcomplying with ANSI B212.15-1994. The hole depth should exceed the listed embedmentdepth by 1 anchor diameter. The component being restrained can be used as a guide toproperly locate the hole.
2) Clean the hole using an air source to blow the debris out.3) Drive the anchor bolt into the hole using a hammer.
a) KCAB anchors should be driven in to their rated embedment depth (with at least 6threads being driven below the surface against which the nut will bear).
b) KCCAB anchors should be driven in to their rated embedment depth (with the markeron the side of the anchor flush with the concrete surface and with at least 4 threadsbeing driven below the surface against which the nut will bear).
4) Tighten the nut to the recommended installation torque.