CHAPTER P2 FMS ISOLATOR / RESTRAINTS TABLE OF … - FMS.pdfp2.0 table of contents (chapter p2) page...

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

™S

eism

ic D

esig

n M

anua

l

MEMBER

http://www.kineticsnoise.com

mailto:[email protected]




DOCUMENT:

P2.1

FMS ISOLATOR DESCRIPTION AND SPECIFICATIONPAGE 1 OF 1 RELEASE DATE: 10/31/03


KIN

ET

ICS

™S

eism

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.






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

R

ES

TRA

INT

WIT

H R

EP

LAC

EA

BLE

N

EO

PR

EN

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

US

ED F

OR

BLO

CK

ING

D

UR

ING

EQ

UIP

MEN

T ER

ECTI

ON

.4.

) CA

N B

E U

SE

D W

ITH

OR

WIT

HO

UT

SP

RIN

G

CO

IL(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

RA

TIN

G C

LEA

RA

NC

E


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


#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


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

RA

TIN

G C

LEAR

ANC

E3.

757.

500.

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

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

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).


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

RE

TE C

AP

AC

ITY

EN

VE

LOP

E.

ISO

LATO

R L

OAD

LBS

X 1

000

FIG

UR

E 2

STE

EL A

TTA

CH

ME

NT

2 1 00

#2 C

OM

BIN

EDV

ER

T.=H

OR

.R

ES

TRA

INT

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

RE

STR

AIN

T C

AP

AC

ITY

EN

VE

LOP

E

#6#5

43

21

#3

65

#5 C

OM

BIN

EDV

ER

T.=H

OR

.R

ES

TRA

INT

CA

PA

CIT

Y

02 1

0IS

OLA

TOR

LO

AD L

BS

X 1

000

FIG

UR

E 3

CO

NC

RE

TE A

TTA

CH

ME

NT

INTR

UC

TIO

NS

FOR

CO

NST

RU

CTI

ON

OF

A C

APAC

ITY

EN

VELO

PE:

1.

) TO

GE

NE

RA

TE T

HE

SE

ISM

IC R

ES

TRA

INT

CA

PA

CIT

Y E

NV

ELO

PE

, TH

E H

IGH

ES

T IS

OLA

TOR

LO

AD

FO

R T

HE

PIE

CE

OF

EQ

UIP

ME

NT

UN

DE

R R

EVI

EW

IS

US

ED

AS

A ST

AR

TIN

G P

OIN

T.

2.) D

ETE

RM

INE

WH

ETH

ER T

HE

ATTA

CH

ME

NT

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

VE

RTI

CAL

AX

IS O

F FI

GU

RE

1.

4.) T

HE

HO

RIZ

ON

TAL

RES

TRAI

NT

CAP

ACIT

Y @

TH

E LO

AD D

ETE

RM

INED

IN S

TEP

1 IS

REA

D F

RO

M C

UR

VE

#3 (F

IG. 2

) OR

CU

RV

E #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

INE

D R

ES

TRA

INT

CA

PA

CIT

Y IS

TH

E P

OIN

T W

HE

RE

VE

RTI

CA

L &

HO

RIZ

ON

TAL

CA

PA

CIT

IES

AR

E E

QU

AL.

TH

E C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

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 (F

IG. 3

). D

RAW

A H

OR

IZO

NTA

L LI

NE

FRO

M T

HIS

VA

LUE

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

APP

LIC

ATI

ON

.

6.) C

ON

NE

CT

THE

VE

RTI

CA

L R

ES

TRA

INT

CA

PA

CIT

Y, C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

AC

ITY

PO

INTS

TH

AT

YO

U

P

LOTT

ED F

OR

YO

UR

AP

PLIC

ATIO

N. T

HIS

WIL

L PR

OD

UC

E TH

E R

ESTR

AIN

T C

APA

CIT

Y EN

VELO

PE F

OR

YO

UR

APP

LIC

ATI

ON

.

7.) F

OR

TH

E R

ES

TRA

INT

TO B

E S

UIT

AB

LE F

OR

TH

E A

PP

LIC

ATI

ON

, ALL

WO

RS

T C

AS

E S

EIS

MIC

LO

AD

CO

MB

INA

TIO

NS

MU

ST

FALL

WIT

HIN

TH

E R

ES

TRAI

NT

EN

VELO

PE.

4 3

#1 V

ER

TIC

AL

RE

STR

AIN

TC

AP

AC

ITY

#3 H

OR

IZO

NTA

LR

ES

TRA

INT

CA

PA

CIT

Y

345

#4 V

ER

TIC

AL

RE

STR

AIN

TC

AP

AC

ITY

#6 H

OR

IZO

NTA

LR

ES

TRA

INT

CA

PA

CIT

Y

34

34

#2

#1


VERTICAL FORCE LBS X 1000


43

12


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

OP

ER

ATI

NG

CLE

AR

ANC

E

5.00

0.50

3.25

2.00

SPEC

IFIC

ATI

ON

S:1.

) 3-A

XIS

RES

TRAI

NT

WIT

H R

EPL

AC

EAB

LE

NE

OP

RE

NE

SN

UB

BIN

G E

LEM

EN

TS.

2.) H

OT

DIP

PED

GAL

VA

NIZ

ED

.3.

) HO

US

ING

S M

AY

BE

US

ED

FO

R B

LOC

KIN

G

DU

RIN

G E

QU

IPM

EN

T ER

EC

TIO

N.

4.) C

AN B

E U

SED

WIT

H O

R W

ITH

OU

T SP

RIN

G

CO

IL(S

).


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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




ATT

AC

HM

ENT

TOC

ON

CR

ETE

CAP

ACIT

YE

NV

ELO

PE.

ISO

LATO

R L

OAD

LBS

X 1

000

FIG

UR

E 2

STE

EL

ATT

AC

HM

EN

T

2 1 00

#2 C

OM

BIN

EDV

ERT.

=HO

R.

RES

TRA

INT

CAP

AC

ITY

#4

0012

21

ATT

AC

HM

ENT

TOS

TEEL

CA

PAC

ITY

EN

VE

LOPE

.

HO

RIZ

ON

TAL

FOR

CE

LB

S X

100

0

FIG

UR

E 1

RE

STR

AIN

T C

AP

AC

ITY

EN

VE

LOP

E

#6

#5

43

21

#3

65

#5 C

OM

BIN

EDV

ERT.

=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

ME

NT

INTR

UC

TIO

NS

FO

R C

ON

STR

UC

TIO

N O

F A

CA

PA

CIT

Y E

NV

ELO

PE

:

1.) T

O G

EN

ER

ATE

TH

E S

EIS

MIC

RE

STR

AIN

T C

AP

AC

ITY

EN

VE

LOP

E, T

HE

HIG

HE

ST

ISO

LATO

R L

OA

D F

OR

TH

E P

IEC

E O

F E

QU

IPM

EN

T U

ND

ER

RE

VIE

W IS

US

ED

A

S A

STA

RTI

NG

PO

INT.

2.

) DE

TER

MIN

E W

HE

THE

R T

HE

ATT

AC

HM

EN

T IS

TO

BE

TO

STE

EL,

SE

LEC

T FI

GU

RE

2, O

R C

ON

CR

ETE

, SE

LEC

T FI

GU

RE

3.

3.

) TH

E V

ER

TIC

AL

RE

STR

AIN

T C

AP

AC

ITY

@ T

HE

LO

AD

DE

TER

MIN

ED

IN S

TEP

1 IS

RE

AD

FR

OM

CU

RV

E #

1 (F

IG. 2

) OR

CU

RV

E #

4 (F

IG. 3

) AN

D P

LOTT

ED

ON

TH

E

V

ERTI

CAL

AX

IS O

F FI

GU

RE

1.

4.) T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

AC

ITY

@ T

HE

LO

AD

DE

TER

MIN

ED

IN S

TEP

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

ON

TH

E H

OR

IZO

NTA

L A

XIS

OF

FIG

UR

E 1

.

5.) T

HE

CO

MBI

NE

D R

ES

TRA

INT

CA

PA

CIT

Y IS

TH

E P

OIN

T W

HE

RE

VE

RTI

CA

L &

HO

RIZ

ON

TAL

CAP

AC

ITIE

S A

RE

EQ

UA

L. T

HE

CO

MBI

NE

D R

EST

RA

INT

CA

PAC

ITY

@

T

HE

LO

AD

DE

TER

MIN

ED

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

AX

IS, A

ND

A V

ER

TIC

AL

LIN

E F

RO

M T

HIS

VA

LUE

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

AC

ITY

PO

INT

FOR

TH

E G

IVE

N A

PP

LIC

ATI

ON

.

6.) C

ON

NE

CT

THE

VE

RTI

CA

L R

ES

TRA

INT

CA

PA

CIT

Y, C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RES

TRA

INT

CA

PA

CIT

Y P

OIN

TS T

HA

T Y

OU

PLO

TTE

D F

OR

YO

UR

AP

PLI

CA

TIO

N. T

HIS

WIL

L P

RO

DU

CE

TH

E R

ES

TRA

INT

CA

PA

CIT

Y E

NV

ELO

PE

FO

R Y

OU

R A

PP

LIC

ATI

ON

.

7.) F

OR

TH

E R

ES

TRA

INT

TO B

E S

UIT

AB

LE F

OR

TH

E A

PP

LIC

ATI

ON

, ALL

WO

RS

T C

AS

E S

EIS

MIC

LO

AD

CO

MB

INAT

ION

S M

US

T FA

LL W

ITH

IN T

HE

RE

STR

AIN

T

E

NVE

LOPE

.

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


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

RE

PLA

CE

AB

LE

NE

OP

RE

NE

SN

UB

BIN

G E

LEM

EN

TS.

2.) H

OT

DIP

PE

D G

ALV

AN

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 ER

ECTI

ON

.4.

) CAN

BE

US

ED W

ITH

OR

WIT

HO

UT

SPR

ING

C

OIL

(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

OP

ER

ATI

NG

CLE

AR

AN

CE

6.000.

88

4.62

3.00

6.00


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

CA

PA

CIT

Y E

NVE

LOP

E:

1.

) TO

GE

NE

RA

TE T

HE

SE

ISM

IC R

EST

RA

INT

CA

PA

CIT

Y E

NV

ELO

PE

, TH

E H

IGH

ES

T IS

OLA

TOR

LO

AD

FO

R T

HE

PIE

CE

OF

EQ

UIP

ME

NT

UN

DE

R R

EV

IEW

IS U

SED

AS

A S

TAR

TIN

G P

OIN

T.

2.) D

ETE

RM

INE

WH

ETH

ER

TH

E A

TTA

CH

ME

NT

IS T

O B

E T

O S

TEEL

, SE

LEC

T FI

GU

RE

2, O

R C

ON

CR

ETE

, SE

LEC

T FI

GU

RE

3.

3.

) TH

E V

ER

TIC

AL

RES

TRA

INT

CA

PA

CIT

Y @

TH

E L

OAD

DE

TER

MIN

ED

IN S

TEP

1 IS

REA

D F

RO

M C

UR

VE

#1

(FIG

. 2) O

R C

UR

VE

#4

(FIG

. 3) A

ND

PLO

TTE

D O

N T

HE

VE

RTI

CA

L A

XIS

OF

FIG

UR

E 1

.

4.) T

HE

HO

RIZ

ON

TAL

RES

TRA

INT

CA

PA

CIT

Y @

TH

E L

OA

D D

ETE

RM

INE

D IN

STE

P 1

IS R

EAD

FR

OM

CU

RV

E #

3 (F

IG. 2

) OR

CU

RV

E #

6 (F

IG. 3

) AN

D P

LOTT

ED

ON

TH

E H

OR

IZO

NTA

L AX

IS O

F FI

GU

RE

1.

5.

) TH

E C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

IS T

HE

PO

INT

WH

ER

E V

ER

TIC

AL

& H

OR

IZO

NTA

L C

AP

ACIT

IES

AR

E E

QU

AL. T

HE

CO

MB

INE

D R

ES

TRA

INT

CA

PA

CIT

Y @

TH

E L

OA

D D

ETE

RM

INE

D IN

STE

P 1

IS R

EA

D F

RO

M C

UR

VE

#2

(FIG

. 2) O

R C

UR

VE

#5

(FIG

. 3).

DR

AW

A H

OR

IZO

NTA

L LI

NE

FR

OM

TH

IS V

ALU

E O

N T

HE

VE

RTI

CA

L AX

IS, A

ND

A V

ER

TIC

AL

LIN

E F

RO

M T

HIS

VA

LUE

ON

TH

E H

OR

IZO

NTA

L A

XIS

. TH

E IN

TER

SE

CTI

ON

PO

INT

IS T

HE

CO

MB

INE

D C

AP

AC

ITY

PO

INT

FOR

TH

E G

IVE

N A

PP

LIC

ATI

ON

.

6.) C

ON

NE

CT

THE

VE

RTI

CA

L R

ES

TRA

INT

CA

PA

CIT

Y, C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RES

TRA

INT

CA

PAC

ITY

PO

INTS

TH

AT Y

OU

PLO

TTE

D F

OR

YO

UR

APP

LIC

ATI

ON

. TH

IS W

ILL

PR

OD

UC

E T

HE

RES

TRA

INT

CA

PA

CIT

Y E

NV

ELO

PE

FO

R Y

OU

R A

PP

LIC

ATI

ON

.

7.) F

OR

TH

E R

ES

TRAI

NT

TO B

E S

UIT

AB

LE F

OR

TH

E A

PP

LIC

ATI

ON

, ALL

WO

RS

T C

AS

E S

EIS

MIC

LO

AD

CO

MB

INA

TIO

NS

MU

ST

FALL

WIT

HIN

TH

E R

ESTR

AIN

T

E

NV

ELO

PE

.

#1 V

ERTI

CAL

RES

TRA

INT

CA

PAC

ITY

ISO

LATO

R L

OA

D L

BS

X 1

000

#5 C

OM

BIN

ED

VE

RT.

=HO

R.

RES

TRAI

NT

CAP

ACIT

Y

ATT

AC

HM

EN

T TO

CO

NC

RET

E C

APAC

ITY

EN

VELO

PE.

18 14 10 6 220 16 12 8 4 0

#3 H

OR

IZO

NTA

L R

EST

RA

INT

CA

PAC

ITY

108

64

11 9 7 5 3 1

2


10

002468


FIG

UR

E 2

STE

EL

ATTA

CH

ME

NT

ISO

LATO

R L

OA

D L

BS

X 1

000

#2 C

OM

BIN

ED

VE

RT.

=HO

R.

RES

TRAI

NT

CAP

ACIT

Y

HO

RIZ

ON

TAL

FOR

CE

LB

S X

100

0

FIG

UR

E 1

RE

STR

AIN

T C

AP

AC

ITY

EN

VE

LOP

E

#6

#5#4

1814

106

28

1216

#2

ATT

AC

HM

EN

T TO

STE

EL

CA

PAC

ITY

EN

VELO

PE.

04

#1

#3

42

001234567891011

2622

2824

20


#6 H

OR

IZO

NTA

L R

EST

RA

INT

CA

PAC

ITY

108

6

FIG

UR

E 3

CO

NC

RE

TE A

TTA

CH

ME

NT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

US

ED W

ITH

OR

WIT

HO

UT

SPR

ING

C

OIL

(S).


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

FO

R C

ON

STR

UC

TIO

N O

F A

CA

PAC

ITY

EN

VE

LOP

E:

1.) T

O G

EN

ER

ATE

TH

E S

EIS

MIC

RE

STR

AIN

T C

AP

ACIT

Y E

NV

ELO

PE, T

HE

HIG

HE

ST

ISO

LATO

R L

OA

D F

OR

TH

E P

IEC

E O

F EQ

UIP

ME

NT

UN

DE

R R

EV

IEW

IS U

SED

AS

A S

TAR

TIN

G P

OIN

T.

2.) D

ETE

RM

INE

WH

ETH

ER

TH

E A

TTA

CH

ME

NT

IS T

O B

E T

O S

TEE

L, S

ELE

CT

FIG

UR

E 2

, OR

CO

NC

RET

E, S

ELE

CT

FIG

UR

E 3

.

3.) T

HE

VE

RTI

CA

L R

ES

TRA

INT

CA

PA

CIT

Y @

TH

E L

OA

D D

ETE

RM

INE

D IN

STE

P 1

IS R

EA

D F

RO

M C

UR

VE

#1

(FIG

. 2) O

R C

UR

VE

#4

(FIG

. 3) A

ND

PLO

TTED

ON

TH

E

V

ER

TIC

AL

AXIS

OF

FIG

UR

E 1

.

4.) T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

AC

ITY

@ T

HE

LO

AD

DE

TER

MIN

ED

IN S

TEP

1 IS

RE

AD F

RO

M C

UR

VE #

3 (F

IG. 2

) OR

CU

RV

E #

6 (F

IG. 3

) AN

D P

LOTT

ED

ON

TH

E H

OR

IZO

NTA

L AX

IS O

F FI

GU

RE

1.

5.

) TH

E C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

IS T

HE

PO

INT

WH

ER

E V

ER

TIC

AL

& H

OR

IZO

NTA

L C

AP

ACIT

IES

AR

E E

QU

AL. T

HE

CO

MB

INE

D R

EST

RAI

NT

CAP

AC

ITY

@

T

HE

LO

AD

DE

TER

MIN

ED IN

STE

P 1

IS R

EAD

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

AXI

S, A

ND

A V

ER

TIC

AL

LIN

E F

RO

M T

HIS

VA

LUE

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

CA

PAC

ITY

PO

INT

FOR

TH

E G

IVEN

AP

PLI

CA

TIO

N.

6.

) CO

NN

EC

T TH

E V

ER

TIC

AL

RE

STR

AIN

T C

AP

ACIT

Y, C

OM

BIN

ED

RES

TRA

INT

CA

PAC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

ACIT

Y P

OIN

TS T

HAT

YO

U

P

LOTT

ED F

OR

YO

UR

AP

PLI

CAT

ION

. TH

IS W

ILL

PR

OD

UC

E T

HE

RE

STR

AIN

T C

APA

CIT

Y E

NV

ELO

PE

FO

R Y

OU

R A

PPL

ICA

TIO

N.

7.

) FO

R T

HE

RE

STR

AIN

T TO

BE

SU

ITAB

LE F

OR

TH

E A

PPL

ICA

TIO

N, A

LL W

OR

ST

CAS

E S

EIS

MIC

LO

AD C

OM

BIN

ATIO

NS

MU

ST F

ALL

WIT

HIN

TH

E R

EST

RAI

NT

EN

VE

LOP

E.

ISO

LATO

R L

OAD

LB

S X

100

06

#4 V

ER

TIC

AL

RES

TRAI

NT

CAP

ACIT

Y

#5 C

OM

BIN

ED

VER

T.=H

OR

.R

ESTR

AIN

TC

APAC

ITY

#6 H

OR

IZO

NTA

LR

ESTR

AIN

TC

APAC

ITY

FIG

UR

E 3

CO

NC

RE

TE A

TTAC

HM

EN

T

ATT

ACH

ME

NT

TOC

ON

CR

ETE

CAP

AC

ITY

EN

VE

LOP

E.

18 14 10 6 216 12 8 4 0

#3 H

OR

IZO

NTA

L R

ES

TRA

INT

CA

PA

CIT

Y

108

64

18 14 10 6 2

2


00481216


FIG

UR

E 2

STE

EL A

TTA

CH

ME

NT

ISO

LATO

R L

OAD

LB

S X

100

0

#1 V

ER

TIC

AL

RES

TRAI

NT

CAP

ACIT

Y

HO

RIZ

ON

TAL

FOR

CE

LB

S X

100

0

ATT

ACH

ME

NT

TOS

TEE

L C

AP

AC

ITY

EN

VE

LOP

E.

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


2622

2824

208

10


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

CK

ING

D

UR

ING

EQ

UIP

MEN

T E

RE

CTI

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

LEA

RA

NC

E

8.00

1.25

7.25

5.00

6.50


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.2.6

FMSE SUBMITTAL DATAPAGE 2 OF 2 – DRAWING: S-01-40.500 (2-D DATA) RELEASE DATE: 5/4/04

ATT

ACH

ME

NT

TOC

ON

CR

ETE

CA

PA

CIT

YE

NV

ELO

PE

.



0048121620

25

#2 C

OM

BIN

ED

VER

T.=H

OR

.R

ESTR

AIN

TC

APA

CIT

Y10 8 6 4 2 0

05

1520

10IS

OLA

TOR

LO

AD

LB

S X

100

0

FIG

UR

E 2

STE

EL A

TTAC

HM

ENT

#1 V

ER

TIC

AL

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


20

#5 C

OM

BIN

ED

VER

T.=H

OR

.R

ESTR

AIN

TC

APA

CIT

Y

ISO

LATO

R L

OA

D L

BS

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 L

BS

X 1

000

5256

#3

FIG

UR

E 1

RES

TRAI

NT

CA

PAC

ITY

EN

VE

LOPE

ATT

ACH

ME

NT

TOS

TEE

L C

AP

AC

ITY

EN

VE

LOP

E.

25

#4 V

ER

TIC

AL

RE

STR

AIN

T C

AP

AC

ITY

#6 H

OR

IZO

NTA

L R

ES

TRA

INT

CA

PA

CIT

Y

121416182022

INTR

UC

TIO

NS

FO

R C

ON

STR

UC

TIO

N O

F A

CA

PAC

ITY

EN

VEL

OPE

:

1.) T

O G

EN

ER

ATE

TH

E S

EIS

MIC

RE

STR

AIN

T C

AP

AC

ITY

EN

VE

LOP

E, T

HE

HIG

HE

ST

ISO

LATO

R L

OAD

FO

R T

HE

PIE

CE

OF

EQ

UIP

ME

NT

UN

DE

R R

EVI

EW

IS U

SED

AS

A S

TAR

TIN

G P

OIN

T.

2.) D

ETE

RM

INE

WH

ETH

ER T

HE

ATT

AC

HM

ENT

IS T

O B

E T

O S

TEE

L, S

ELE

CT

FIG

UR

E 2

, OR

CO

NC

RE

TE, S

ELE

CT

FIG

UR

E 3

.

3.) T

HE

VE

RTI

CA

L R

ESTR

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

RVE

#1

(FIG

. 2) O

R

C

UR

VE

#4

(FIG

. 3) A

ND

PLO

TTE

D O

N T

HE

VE

RTI

CA

L AX

IS O

F FI

GU

RE

1.

4.

) TH

E H

OR

IZO

NTA

L R

ESTR

AIN

T C

APA

CIT

Y @

TH

E L

OA

D D

ETER

MIN

ED IN

STE

P 1

IS R

EA

D F

RO

M C

UR

VE

#3

(FIG

. 2) O

R

C

UR

VE

#6

(FIG

. 3) A

ND

PLO

TTE

D O

N T

HE

HO

RIZ

ON

TAL

AX

IS O

F FI

GU

RE

1.

5.

) TH

E C

OM

BIN

ED

RES

TRA

INT

CA

PAC

ITY

IS T

HE

PO

INT

WH

ER

E V

ERTI

CA

L &

HO

RIZ

ON

TAL

CA

PAC

ITIE

S A

RE

EQ

UAL

. TH

E

C

OM

BIN

ED

RE

STR

AIN

T C

AP

ACIT

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

) OR

CU

RV

E #

5

(

FIG

. 3).

DR

AW A

HO

RIZ

ON

TAL

LIN

E F

RO

M T

HIS

VAL

UE

ON

TH

E V

ERTI

CAL

AXI

S, A

ND

A V

ERTI

CA

L LI

NE

FR

OM

TH

IS V

ALU

E

O

N T

HE

HO

RIZ

ON

TAL

AX

IS. T

HE

INTE

RS

EC

TIO

N P

OIN

T IS

TH

E C

OM

BIN

ED C

APA

CIT

Y P

OIN

T FO

R T

HE

GIV

EN A

PP

LIC

ATI

ON

.

6.) C

ON

NE

CT

THE

VER

TIC

AL

RE

STR

AIN

T C

AP

AC

ITY

, CO

MB

INE

D R

ES

TRAI

NT

CA

PAC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RES

TRA

INT

CA

PAC

ITY

PO

INTS

TH

AT

YO

U P

LOTT

ED

FO

R Y

OU

R A

PP

LIC

ATI

ON

. TH

IS W

ILL

PR

OD

UC

E T

HE

RE

STR

AIN

T C

AP

ACIT

Y

E

NVE

LOP

E F

OR

YO

UR

APP

LIC

ATIO

N.

7.

) FO

R T

HE

RE

STR

AIN

T TO

BE

SU

ITA

BLE

FO

R T

HE

AP

PLIC

ATI

ON

, ALL

WO

RS

T C

ASE

SEI

SM

IC L

OAD

CO

MB

INAT

ION

S M

UST

FAL

L W

ITH

IN T

HE

RE

STR

AIN

T E

NV

ELO

PE

.

#1 #4


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

BE

US

ED

WIT

H O

R W

ITH

OU

T S

PRIN

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

TY

P1.

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

OP

ER

ATI

NG

CLE

AR

AN

CE

9.00


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

APA

CIT

YE

NV

ELO

PE. A

NC

HOR

EM

BE

DM

EN

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

STE

EL C

APA

CIT

YE

NV

ELO

PE

.

#2

36 32 28 24

#4 V

ER

TIC

AL

RES

TRAI

NT

CA

PA

CIT

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

CA

PA

CIT

Y


40

FIG

UR

E 2

STE

EL A

TTAC

HM

ENT

ISO

LATO

R L

OA

D L

BS X

100

016

3224

80

040

00

90 75 60 45 30

#3 H

OR

IZO

NTA

LR

ESTR

AIN

TC

AP

AC

ITY

24283240 36444852566064

#1 V

ER

TIC

AL

RES

TRAI

NT

CA

PA

CIT

Y

48121620

15

#2 C

OM

BIN

EDVE

RT.

=HO

R.

RES

TRAI

NT

CA

PA

CIT

Y



#1

FIG

UR

E 3

CO

NC

RET

E AT

TAC

HM

ENT

ISO

LATO

R L

OA

D L

BS X

100

0

INTR

UC

TIO

NS

FOR

CO

NST

RU

CTI

ON

OF

A C

APAC

ITY

ENVE

LOP

E:

1.) T

O G

ENE

RAT

E T

HE

SEI

SMIC

RE

STR

AIN

T C

APAC

ITY

EN

VELO

PE, T

HE

HIG

HE

ST IS

OLA

TOR

LO

AD

FO

R T

HE

PIE

CE

OF

EQ

UIP

MEN

T U

ND

ER

REV

IEW

IS U

SED

AS

A S

TAR

TIN

G P

OIN

T.

2.) D

ETE

RM

INE

WH

ETH

ER T

HE

ATT

AC

HM

ENT

IS T

O B

E T

O S

TEE

L, S

ELEC

T FI

GU

RE

2, O

R C

ON

CR

ETE

, SE

LEC

T FI

GU

RE

3.

3.

) TH

E V

ERTI

CA

L R

ESTR

AIN

T C

APA

CIT

Y @

TH

E L

OA

D 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

ER

TIC

AL A

XIS

OF

FIG

UR

E 1

.

4.) T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

APA

CIT

Y @

TH

E L

OAD

DET

ER

MIN

ED IN

STE

P 1

IS R

EAD

FR

OM

CU

RV

E #

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

RES

TRAI

NT

CAP

AC

ITY

IS T

HE

PO

INT

WH

ER

E V

ERTI

CA

L &

HO

RIZ

ON

TAL

CA

PAC

ITIE

S A

RE

EQ

UAL

. TH

E

C

OM

BIN

ED

RES

TRA

INT

CA

PAC

ITY

@ T

HE

LOA

D D

ETE

RM

INED

IN S

TEP

1 IS

REA

D F

RO

M C

UR

VE #

2 (F

IG. 2

) OR

CU

RVE

#5

(FI

G. 3

). D

RA

W A

HO

RIZ

ON

TAL

LIN

E F

RO

M T

HIS

VAL

UE

ON

TH

E V

ERTI

CAL

AX

IS, A

ND

A V

ERTI

CA

L LI

NE

FR

OM

TH

IS V

ALU

E

O

N T

HE

HO

RIZ

ON

TAL

AXI

S. T

HE

INTE

RSE

CTI

ON

PO

INT

IS T

HE

CO

MBI

NED

CAP

AC

ITY

PO

INT

FOR

TH

E G

IVE

N A

PPLI

CA

TIO

N.

6.

) CO

NN

ECT

THE

VER

TIC

AL

RES

TRA

INT

CA

PAC

ITY,

CO

MBI

NED

RE

STR

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

HA

T 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

CA

PAC

ITY

EN

VELO

PE

FO

R Y

OU

R A

PPLI

CAT

ION

.

7.) F

OR

TH

E R

ESTR

AIN

T TO

BE

SU

ITA

BLE

FO

R T

HE

APP

LIC

ATIO

N, A

LL W

OR

ST C

ASE

SEI

SMIC

LO

AD C

OM

BIN

ATI

ON

S M

US

T

F

ALL

WIT

HIN

TH

E R

ESTR

AIN

T EN

VELO

PE.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

ATI

ON

S:1.

) 3-A

XIS

RE

STR

AIN

T W

ITH

REP

LAC

EAB

LE

NEO

PR

ENE

SN

UB

BIN

G E

LEM

EN

TS.

2.) H

OT

DIP

PE

D G

ALV

AN

IZED

.3.

) HO

US

ING

S M

AY B

E U

SE

D F

OR

BLO

CK

ING

D

UR

ING

EQ

UIP

ME

NT

ERE

CTI

ON

.4.

) CA

N B

E U

SE

D W

ITH

OR

WIT

HO

UT

SPR

ING

C

OIL

(S).

23.5

0

11.7

5Ø

1.38

TO

Ø1.

06B

USH

ING

FO

RP

OS

T IN

STA

LLE

DC

ON

CR

ETE

AN

CH

OR

S

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

OP

ER

ATI

NG

CLE

AR

AN

CE


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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

STE

EL

ATT

AC

HM

ENT

ISO

LATO

R L

OA

D L

BS

X 1

000

1020

155

00

250

0

90 75 60 45 30

#3 H

OR

IZO

NTA

L R

EST

RA

INT

CA

PA

CIT

Y

48566480 72

#1 V

ERTI

CA

LR

ES

TRA

INT

CA

PAC

ITY

816243240

15

#2 C

OM

BIN

ED

VER

T.=H

OR

.R

ES

TRA

INT

CA

PAC

ITY



#1

FIG

UR

E 3

CO

NC

RET

E A

TTA

CH

MEN

T

ISO

LATO

R L

OA

D L

BS

X 1

000

#6#3

105

9075

6045

30

FIG

UR

E 1

RES

TRAI

NT

CAP

AC

ITY

EN

VEL

OPE

HO

RIZ

ON

TAL

FOR

CE

LB

S X

100

015

2015

105

135

120

00

#5

ATT

ACH

ME

NT

TOS

TEE

L C

AP

AC

ITY

EN

VE

LOP

E.

#2

8162432404856647280

#4 V

ERTI

CA

LR

ES

TRA

INT

CA

PAC

ITY

#6 H

OR

IZO

NTA

LR

ES

TRA

INT

CA

PAC

ITY

#5 C

OM

BIN

ED

VER

T.=H

OR

.R

ES

TRA

INT

CA

PAC

ITY


25A

TTAC

HM

EN

T TO

CO

NC

RE

TE C

AP

AC

ITY

EN

VE

LOP

E. A

NC

HO

RE

MB

ED

ME

NT

9.00

IN.

MIN

IMU

M.

#4

INTR

UC

TIO

NS

FO

R C

ON

STR

UC

TIO

N O

F A

CA

PA

CIT

Y E

NVE

LOP

E:

1.

) TO

GE

NE

RAT

E T

HE

SE

ISM

IC R

ES

TRA

INT

CA

PA

CIT

Y E

NV

ELO

PE

, TH

E H

IGH

ES

T IS

OLA

TOR

LO

AD

FO

R T

HE

PIE

CE

OF

EQ

UIP

ME

NT

UN

DE

R R

EV

IEW

IS U

SE

D

A

S A

STA

RTI

NG

PO

INT.

2.

) DE

TER

MIN

E W

HE

THE

R T

HE

ATT

AC

HM

EN

T IS

TO

BE

TO

STE

EL,

SE

LEC

T FI

GU

RE

2, O

R C

ON

CR

ETE

, SE

LEC

T FI

GU

RE

3.

3.

) TH

E V

ER

TIC

AL

RE

STR

AIN

T C

AP

AC

ITY

@ T

HE

LO

AD

DE

TER

MIN

ED

IN S

TEP

1 IS

RE

AD

FR

OM

CU

RV

E #

1 (F

IG. 2

) OR

CU

RV

E #

4 (F

IG. 3

) AN

D P

LOTT

ED

ON

TH

E

V

ER

TIC

AL

AXIS

OF

FIG

UR

E 1

.

4.) T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

AC

ITY

@ T

HE

LO

AD

DE

TER

MIN

ED

IN S

TEP

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

ON

TH

E H

OR

IZO

NTA

L A

XIS

OF

FIG

UR

E 1

.

5.) T

HE

CO

MB

INE

D R

ES

TRA

INT

CA

PA

CIT

Y IS

TH

E P

OIN

T W

HE

RE

VE

RTI

CA

L &

HO

RIZ

ON

TAL

CA

PA

CIT

IES

AR

E E

QU

AL.

TH

E C

OM

BIN

ED

RES

TRA

INT

CA

PA

CIT

Y @

TH

E L

OA

D D

ETE

RM

INE

D IN

STE

P 1

IS R

EA

D F

RO

M C

UR

VE

#2

(FIG

. 2) O

R C

UR

VE

#5

(FIG

. 3).

DR

AW

A H

OR

IZO

NTA

L LI

NE

FR

OM

TH

IS V

ALU

E O

N T

HE

VE

RTI

CA

L AX

IS, A

ND

A V

ER

TIC

AL

LIN

E F

RO

M T

HIS

VA

LUE

ON

TH

E H

OR

IZO

NTA

L A

XIS

. TH

E IN

TER

SE

CTI

ON

PO

INT

IS T

HE

CO

MB

INED

CA

PA

CIT

Y P

OIN

T FO

R

T

HE

GIV

EN

APP

LIC

ATI

ON

.

6.) C

ON

NE

CT

THE

VE

RTI

CA

L R

ES

TRA

INT

CA

PA

CIT

Y, C

OM

BIN

ED

RE

STR

AIN

T C

AP

AC

ITY

, AN

D T

HE

HO

RIZ

ON

TAL

RE

STR

AIN

T C

AP

AC

ITY

PO

INTS

TH

AT Y

OU

PLO

TTE

D F

OR

YO

UR

AP

PLI

CA

TIO

N. T

HIS

WIL

L P

RO

DU

CE

TH

E R

ES

TRA

INT

CA

PA

CIT

Y E

NV

ELO

PE

FO

R Y

OU

R A

PPLI

CA

TIO

N.

7.

) FO

R T

HE

RE

STR

AIN

T TO

BE

SU

ITA

BLE

FO

R T

HE

AP

PLI

CA

TIO

N, A

LL W

OR

ST

CA

SE

SE

ISM

IC L

OA

D C

OM

BIN

ATI

ON

S M

US

T FA

LL W

ITH

IN T

HE

RE

STR

AIN

T

E

NV

ELO

PE

.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


"A" COIL SPRINGS

NEOPRENESPRING CUPS

3/8-16 UNCZINC PLATED

HANGER ROD

5.62FREE

HEIGHT



PAINTEDSPRING LOAD

PLATE WELDMENT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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




"C" COIL SPRINGS

ZINC PLATEDSPRING CAP

NEOPRENESPRING CUP


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


"C" COIL SPRINGS

7.89FREE

HEIGHT

DOUBLE ZINC PLATEDHANGER ROD NUTS

PAINTED BOTTOMSPRING LOAD

PLATE WELDMENT

NEOPRENE SOUNDISOLATION PAD


3/4-10 UNCFMSC/D/E/F/G


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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.







PLATE WELDMENT


"C" COIL SPRINGS


PLATE WELDMENT


7.89FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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




PLATE WELDMENT


"C" COIL SPRINGS

7.89FREE

HEIGHT


PLATE WELDMENT



1-8 UNCFMSE/F/G



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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 PLATED STEELSPRING CAP

POWDER COATED2" DEFLECTIONCOIL SPRINGS

NEOPRENESPRING CAP

ZINC PLATED HANGERROD 1/2-13 UNC

FMSB/C/D/E

8.10FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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



PAINTEDLOAD PLATEWELDMENT


PAINTEDLOAD PLATE



FMSC/D/E

9.18FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT



1/2-13 UNC FMSB/C/D

~8.38FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT




~9.88FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT



3/4-10 UNCFMSD/E/F/G

~9.88FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


SPECIAL ZINC PLATEDADJUSTMENT NUTS



PLATE WELDMENT



PLATE WELDMENT



1-8 UNC FMSE/F/G

~10.38FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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




PLATE WELDMENT


COIL SPRING

PAINTED BOTTOMSPRING LOAD PLATE


ZINC PLATED HANGERROD 3/4-10 UNC FMSC/D/E

12.30FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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


PLATE WELDMENT





NEOPRENE SOUNISOLATION PAD


ZINC PLATED HANGERROD 1-8 UNC FMSE/F/G

13.84FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT


ZINC PLATED HANGERROD 3/4-10 UNC FMSC/D/E

~12.88FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT


ZINC PLATED HANGERROD 1-8 UNC FMSE/F/G

~15.19FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT



FMSC/D/E/F/G

~12.88FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT


ZINC PLATED HANGERROD 1-8 UNC FMSE1 1/4-7 UNC FMSF/G

~15.19FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT

NEOPRENE SOUNDISOLATION PAD ZINC PLATED HANGER

ROD 3/4-10 UNCFMSC/D/E/F/G

~12.88FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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





PLATE WELDMENT



PLATE WELDMENT


ZINC PLATED HANGERROD 1-8 UNC FMSE1 1/4-7 UNC FMSF/G

~15.19FREE

HEIGHT


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






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.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4



HO

RIZ

ON

TAL

FOR

CE

LB

S X

100

00

05101520

510

1520

2530

3540

4550

5560

6570

75

2530354045

FMSF

FMSG

FMS

E

FMSD

FMSB FM

SC

FMS

AFM

SAA

Figure P2.4-2; FMS Restraint Capacity Envelopes for Steel Attachment.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4



HO

RIZ

ON

TAL

FOR

CE

LBS

X 10

000

05101520

510

1520

2530

3540

45

FMS

G

FMSF

FMSB

FMS

DFM

SC

FMS

E

FMSA

FMSA

A

Figure P2.4-1; FMS Restraint Capacity Envelopes for Concrete Attachment.


KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-3; FMSA Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-4; FMSB Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-5; FMSC Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-6; FMSD Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-7; FMSE Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-8; FMSF Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P2.4


Table P2.4-9; FMSG Restraint Capacities at Various Isolator Loads.

ISOLATORLOAD(LB)


(LB)


(LB)


(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



KIN

ET

ICS

™S

eism

ic D

esig

n M

anua

l

MEMBER



CHAPTER P2 FMS ISOLATOR / RESTRAINTS TABLE OF … - FMS.pdfp2.0 table of contents (chapter p2) page...

Documents

Transcript of CHAPTER P2 FMS ISOLATOR / RESTRAINTS TABLE OF … - FMS.pdfp2.0 table of contents (chapter p2) page...