chapter p3 flss/fls/fhs isolators and restraints … - flss fls... · 2015. 7. 31. · p3.0 table...

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PAGE:

P3.0

TABLE OF CONTENTS (CHAPTER P3)FLSS / FLS / FHS ISOLATORS/RESTRAINTS RELEASE DATE: 10/20/03

CHAPTER P3

FLSS/FLS/FHS ISOLATORS AND RESTRAINTS

TABLE OF CONTENTS

General Descriptions and Specifications P3.1

Submittal Data P3.2

FLSS P3.2.1

FLS P3.2.2

FHS P3.2.3

Selection Information P3.3

Load Spreader Plate Data P3.4

Installation Instructions P3.5

Kinetics Noise Control © 2003

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MEMBER

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DOCUMENT:

P3.1

FLSS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 1 OF 3 RELEASE DATE: 10/31/03


KIN

ET

ICS

™S

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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.






DOCUMENT:

P3.1

FLS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 2 OF 3 RELEASE DATE: 10/31/03


KIN

ET

ICS

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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.






DOCUMENT:

P3.1

FHS ISOLATORS DESCRIPTION AND SPECIFICATIONPAGE 3 OF 3 RELEASE DATE: 10/31/03


KIN

ET

ICS

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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.






DOCUMENT:

P3.2.1-1

FLSS Submittal DrawingsDRAWING #S-01-22.11S – FLSS 1-250/3500 RELEASE DATE: : 2/01/05

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DOCUMENT:

P3.2.1-2


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DOCUMENT:

P3.2.1-3


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DOCUMENT:

P3.2.1-4


Com

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d ho

riz a

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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

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IRED

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IFIC

ATI

ONS

:VE

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CAL

LY A

ND

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ERAL

LY R

EST

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INE

D S

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G IS

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TOR

WIT

HC

ON

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T FR

EE A

ND

OPE

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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

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GAL

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IZE

D B

RAC

KET

HO

US

ING

S M

AY

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SED

FO

R B

LOC

KIN

G D

UR

ING

EQ

UIP

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TER

ECTI

ON

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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

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-5


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

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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

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2 D

IMEN

SIO

NS

REF

ER T

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PTIO

NAL

BAS

E-PL

ATE

USE

D T

O IN

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TTAC

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TO C

ON

CR

ETE

0

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ON

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FOR

CE

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X 10

00

21

30


246810 13579

B2L2

A2

L2T

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TIC

AL R

ESTR

AIN

T

H -

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d

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00/4

500

ANC

HO

R B

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ULL

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T - 2

670

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MO

UN

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G B

OLT

PA

TTER

NS

SYM

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UT

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INE

ANC

HO

RED

TO

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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

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ADS

BASE

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N 3

000

PSI

MIN

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NC

RET

E)

OR

ANG

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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

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2000

TYP

E

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E

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00/4

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ND

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ATIN

GS

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TER

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SIZE

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ER

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E

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E

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00

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3900

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REE

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UE

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UE

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ED

2000

5.00

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2.00

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-6


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


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

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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

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EFLE

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ON

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SMIC

ISO

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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

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ANG

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0

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ZE

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4000

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0

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00W

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TER

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5500

2-60

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6500

2-70

002-

7800

2-82

00

FLSS

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FLSS

FLSS

FLSS

FLSS

FLSS

BLU

E

BLU

EBL

UE

BLU

E

BLU

EBL

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-7


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

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TH

E LO

NG

ISO

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RAX

IS, A

N A

DD

'L P

LATE

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UAL

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E TO

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ATE

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IRED

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OW

ABLE

LO

AD

S BA

SED

ON

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0 P

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IN C

ON

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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

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MO

UN

TIN

G B

OLT

PA

TTE

RN

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MM

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ICAL

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UT

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RC

EN

TER

-LIN

E

HO

RIZ

ON

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CE

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X 10

00


2 0

01

13456

23

45

6

78910

87

VER

T. F

OR

CE

= 24

400

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11ANC

HO

RED

TO

CO

NC

RET

E

THR

OU

GH

BO

LTE

D

WEL

DED

TO

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EL

= 38

000

LBS

VER

T. F

OR

CE

11.0

0W

OR

ANG

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UE

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UE

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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

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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

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FLSS

2-15

600

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400

2-18

000

FRE

EC

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1.00

SPR

ING

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IL

IP U

NIT

S (IN

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-8


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

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ON

G IS

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, AN

AD

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PLA

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QU

ALIN

TH

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ESS

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HE

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REQ

UIR

ED

42

13

246810 13579


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

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O IN

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CH

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RE

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00 A

NC

HO

R B

OLT

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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

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ANC

HO

RE

D T

O C

ON

CR

ETE

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OU

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BO

LTE

D

WEL

DE

D T

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GR

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OR

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OW

N

CO

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4" D

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ITS

(INC

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D P

OU

ND

S)

(ALL

OW

ABLE

LO

ADS

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N 3

000

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CR

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4-10

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0 M

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CR

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LW

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50

FLSS

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TYPE

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FLSS

FLSS

SIZE

4-10

04-

250

GR

AYBL

UE

4-75

04-

500

4-10

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ED

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4-16

00

RAT

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CO

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0.75

0.38T

A0.

750.

69B

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562.

752.

75E

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13.0

0H

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-9


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

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AL R

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AIN

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UN

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G B

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IN T

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E SN

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TS.

MIN

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M C

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F 50

%.

MIN

IMU

M K

x/Ky

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F 1.

0.AL

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SO

LID

LO

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CO

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ANIZ

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BR

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TH

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GS

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NG

DU

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G E

QU

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ENT

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TIO

N

CO

LOR

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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

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CH

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CH

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ME

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DD

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.FR

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HT.

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ERR

ATE

DSP

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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

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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

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EG

REE

NBL

ACK

BRO

WN

OR

ANG

E

8.00

8.00

8.00

8.00

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






DOCUMENT:

P3.2.1-10


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

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PTIO

NA

L BA

SE-

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TE U

SED

TO

INC

REA

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ATIN

G W

HE

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TO C

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CR

ETE


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

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LY A

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EST

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NED

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ITH

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NS

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EN

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ENTS

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UM

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OF

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ATIO

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1.0.

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SA

FE A

T SO

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CH

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LL T

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CE

= 31

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STE

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E

CH

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ME

CH

RO

ME

CH

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ME

CH

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ME

CH

RO

ME

CH

RO

ME

OU

TER

FLSS

4" D

EFLE

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ON

SEI

SMIC

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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

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0L

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SS

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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

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S (IN

CH

ES A

ND

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DS)

0.50

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0.69

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11.5

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00

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K

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ANG

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11.5

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00

11.5

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11.5

08.

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






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

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a.

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IFIC

ATI

ON

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LY A

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G IS

OLA

TOR

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HC

ON

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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

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RS

MU

ST B

E BO

LTED

OR

WEL

DED

TO

P AN

D B

OTT

OM

IN A

NAP

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OVE

D M

AN

NE

RM

INIM

UM

CO

IL O

VER

LOA

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F 50

%.

MIN

IMU

M K

x/Ky

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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

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RA

CK

ETH

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MAY

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OR

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QU

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OR

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ATIN

G W

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ACH

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NC

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E

VER

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CE

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800

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0


11 0246810 13579

HO

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X 10

00

42

810

61

35

79

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(ALL

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0/23

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CH

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ON

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ETE

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DE

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O S

TEEL

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EFLE

CTI

ON

SEI

SMIC

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UN

ITS

(INC

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AN

D P

OU

ND

S)

CO

LOR GR

EEN

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WN

OR

ANG

E

GR

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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

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HT.

INN

ER

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ATE

DFR

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ING

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T0.

75A 1.00

B 1.00

D 0.81

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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


KIN

ETI

CS

™Se

ism

ic D

esig

n M

anua

l

MEMBER






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

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DOCUMENT:

P3.2.2-2


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DOCUMENT:

P3.2.2-3


Com

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KIN

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MEMBER






DOCUMENT:

P3.2.2-4


Com

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d ho

riz a

nd v

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ic lo

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natio

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KIN

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MEMBER






DOCUMENT:

P3.2.2-5


Com

pute

d ho

riz a

nd v

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ic lo

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ombi

natio

ns m

ust f

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anua

l

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DOCUMENT:

P3.2.2-6


Com

pute

d ho

riz a

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ic lo

ad c

ombi

natio

ns m

ust f

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KIN

ETI

CS

™Se

ism

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n M

anua

l

MEMBER






DOCUMENT:

P3.2.2-7


Com

pute

d ho

riz a

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ic lo

ad c

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natio

ns m

ust f

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KIN

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DOCUMENT:

P3.2.2-8


Com

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d ho

riz a

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ic lo

ad c

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natio

ns m

ust f

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KIN

ETI

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anua

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MEMBER






DOCUMENT:

P3.2.2-9


Com

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d ho

riz a

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ic lo

ad c

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natio

ns m

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11.5

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DOCUMENT:

P3.2.2-10


Com

pute

d ho

riz a

nd v

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eism

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ust f

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DOCUMENT:

P3.2.2-11



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Com

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riz a

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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)

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120

35

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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

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0/16

00

2-99

5

2-19

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2000

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1400

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2000

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DOCUMENT:

P3.2.3-3

FHS Submittal DrawingsDRAWING # S-01.35-3A – FHS 4-100/1600 4-2250/5800 RELEASE DATE: 11/3/03

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DOCUMENT:

P3.5-1

FLSS / FLS Installation InstructionsDrawing # SS-900915 RELEASE DATE: 11/3/03


KIN

ETI

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VER

TIC

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DOCUMENT:

P3.5-2

FHS Installation InstructionsDrawing # SS-960892 RELEASE DATE: 11/3/03


KIN

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INST

ALL

ATI

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DR

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NU

BB

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PAD

S



chapter p3 flss/fls/fhs isolators and restraints … - flss fls... · 2015. 7. 31. · p3.0 table...

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