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Technical SubmittalKINETICS VIBRATION ISOLATORS & INERTIA BASES &

FLOATING FLOOR SYSTEMS

PROJECT :COMMERCAIL DEVELOPMENT @ AL

NASSER AL MERQAB

CONTRACTOR : M/S TERNA QATAR

SUPPLIER :M/S QATAR INTERNATIONAL TRADING

CO. QIT


2/212

SECTIONS :

COMPLIANCE STATEMENT SCHEDULE OF MATERIALS :

a. VIBRATION ISOLATORS FOR AHUb. INERTIA BASE & VIBRATION ISOLATOR FOR PUMPSc. FLOATING FLOORS FOR AHU, CHILLERS & PUMPS

SOUND CALCULATIONS FOR CHILLERS CALCULATIONS :

a. INERTIA BASE CALCULATION FOR PUMPSb. FLOATING FLOOR CALCULATIONS FOR AHU, CHILLERS &

PUMPS

SUBMITTAL DRAWINGS :a. VIBRATION ISOLATOR FOR AHU & PUMPSb. INERTIA BASE DRAWINGS FOR PUMPSc. FLOATING FLOOR COMPONENTS DRAWINGS

INSTALLATION INSTRUCTIONS MANUALS :a. VIBRATION ISOLATOR INSTALLATIONb.

INERTIA BASE INSTALLATION

c. FLOATING FLOOR INSTALLATION QUALITY ASSURANCE PROCEDURES :

a. VIBRATION ISOLATOR & FLOATING FLOORSb. INERTIA BASE

TECHNICAL DATA SHEETS :a. VIBRATION ISOLATORb. INERTIA BASEc. FLOATING FLOOR

FLOATING FLOORS TEST REPORTS PROJECT REFERENCE LIST


3/212

COMPLIANCESTATEMENT


4/212

PROJECT:COMMERCIALDEVELOPMENTATALNASSER

ALMERQAB

ESTATE

SUBJECT:KINE

TICVIBRATION

ISOL

ATORS

COM

PLIANCESTATEMENT

SPECIFICATIONS

REMARKS

22.2.10VIBRATION

ISOLA

TION

SPECIFICATIONS

1.Generalspecifications

1.01General

Allmechanicalandelectrica

lequipment,pipingandductworkas

notedontheequipment

scheduleorinthespecificat

ionshallbemountedonvibrationiso

latorstopreventthe

transmissionofvibrationandmechanicallytransmittedsoundtothebuildingstructure.

Noted

ByContractor

Allpipingandductworkloca

tedinmechanicalequipmentrooms,

andforaminimumof

50feet(15.0m),whichever

isgreater,fromanyconnectiontovib

rationisolated

mechanicalorelectricalequ

ipment,shallbeisolatedfromthebuildingstructureby

meansofnoiseandvibrationisolationhangers.

Noted

ByContractor

Allisolatorsshallprovidetherequiredstaticdeflectionindicatedintherelevantschedule,

undertheequipmentweight

.

Comply

Itisthesuppliersresponsibilitytoensurethatallisolatorsoffered

tothecontractmeet

thespecificationsandaresuitablefortheload,operatingandenvironmentalconditions

whichprevail.

Comply

Asinglemanufacturershall

provideallvibrationisolationmaterialsspecifiedhereinin

ordertoassuresinglesourc

eresponsibilityfortheproperperform

anceofthematerials

used.

Noted

ProposedManufacturerKineticsUSA


5/212

1.02Submittaldatarequir

ements

A.Samples:

Thecontractorshallsubmitsamplesofspecifiedisolationdevicesuponrequesttothe

engineerforapproval.

Comply

B.Shopdrawings:

Thecontractorshallhavepr

eparedbytheisolationmaterialsmanufacturerorhis

representative,andshallsubmittotheengineerforapproval,dra

wingsshowingthe

constructionoftheisolation

devicestobeused,includingspecificselectionofthe

isolatorsfortheequipmentt

obefurnishedforthisproject.

Comply

Thedrawingshallincludeth

ecompletedesignofsupplementary

bases;atabulationof

thedesigndataforeachisolator.IncludingspringOD,freeopera

ting,andsolidheights,

andratioofhorizontaltover

ticalstiffness,andotherrequireddatatoclearlyindicatethat

thespecifiedisolatortypesa

ndminimumstaticdeflectionsarepr

ovidedbythesystem

submitted.

Comply

C.Execution:

Installationofallvibrationisolationmaterialsspecifiedshallbeac

complishedfollowing

themanufacturerswrittenin

structions.Installationinstructionsha

llbesubmittedtothe

engineerforapprovalpriortobeginningthework.

Comply

ByContractor

D.Systemdesign

Thecontractorshallsubmitacompletesetofapprovedshopdrawingsofallmechanical

andelectricalequipmenttoreceivevibrationisolationdevicestothevibrationisolation

manufacturerorhisrepresentative.Theshopdrawingsfurnished

shallincludeoperating

weightsoftheequipmentto

beisolatedandthedistributionofloa

datsupportpoints.

Noted

ByContractor

Thecontractorshallsubmitacompletelayoutofpipingandductw

orktobeisolated,

includingverticalrisers,showingsizeorweightandsupportpointsofpipingorductwork

totheisolationmaterialsma

nufacturerforselectionandlayoutofisolationhangers.

Noted

ByContractor

2.IsolatorTypesandSpecifications:


6/212

2.01FloormountedEquip

ment

i.Type1.(Precompressed

fiberglasspad)

Precompressedmoldedfibe

rglasspadsshallbeindividuallycoatedwithflexible

moisture-improveselastome

ricmembrane.Vibrationisolationpadsshallbemoldedfrom

glassfiberwithdiameternotexceeding0.00027

(6.8microns)a

ndwithamodulusof

elasticityof10.5millionPSI.(738,223kg/sq.cm).

Comply

Fiberglasspadsshallbebondedtoasteelloadtransferplateandaformedsteelbolt

downbracket,andshallalso

includeanequipmentmountingboltwithananti-shortcircuit

neoprenegrommettopreventmetaltometalcontact.

Comply

Padsshallhaveprovisionstobefixedtosupportedandtosuppo

rtingstructures.

Comply

Padsshallberesistanttolubricatingoil,water,andchemicalslikelytobepresentinthe

plantroomorexternalarea.

Comply

FiberglassisolatorshallbemodelAC,asmanufacturedbykineticsnoisecontrolor

approvedequal.

Comply

ProposedKineticsModelAC

fiberglassPads

ii.Type2.(FreeStandingSprings)

Vibrationisolatorsshallbeu

nhoused,largediameter,laterallystabilesteelsprings

woundfromhighstrengthsp

ringsteel.Springsshallhavealateralstiffnessgreaterthan

0.8timestheratedverticals

tiffnessandshallbedesignedtoprovideupto50%overload

capacity.

Comply

Springsshallbeepoxypowdercoatedwith1000hrsaltsprayratingperASTMB-117.

Springsshallbecolorcoded

orotherwiseidentifiedtoindicateloadcapacity.

Comply

Springsshallbeassembled

betweenatopandbottomsteelload

plates.Theupperload

plateshallbeprovidedwith

steellevelingboltlocknutandwashe

rforattachmenttothe

supportedequipment.Thelowerloadplateshallhaveanon-skid

neoprenenoise

isolationpadbondedtothebottomandhaveprovisionsforboltin

gtheisolatortothe

supportingstructure.

Comply


7/212

SpringisolationmountsshallbemodelFDS,asmanufacturedby

kineticsnoisecontrolor

approvedequal.

Comply

Propos

edKineticModelFDSfreestandin

gspringisolators

iii.Type3.(RestrainedSprings)

RestrainedVibrationisolatorsconsistofalargediameterlaterally

stabilesteelsprings

assembledintoformedorweldedsteelhousingassembliesdesig

nedtolimitvertical

movementofthesupported

equipmentwhendrainedorsubjectedtowindloads.

NotApplicabletotheSubm

ittal

Housingassemblyshallbeoffabricatedsteelmembersandshallconsistofatopload

platecompletewithadjustingandlevelingbolts,adjustablevertic

alrestraints,isolation

washersandabottomplate

withinternalnon-skidnoiseisolation

padsandholesfor

anchoringofhousingtosupportingstructure.Housingshallbeelectro-zincplatedorhot-

dipgalvanizedforcorrosion

resistance.Housingshallbedesigne

dtoprovideaconstant

freeandoperatingheightwithin1/8

(3mm).


ittal

Springelementsshallhavealateralstiffnessgreaterthan1.2tim

estheratedvertical

stiffnessandshallbedesign

edtoprovideaminimumof50%ove

rloadcapacity.Non-

weldedspringelementssha

llbeepoxypowdercoated,andshallhavea1000hrsalt

spryratingwhentestedinaccordancewithASTMB-117.


ittal

SpringisolatorsshallbemodelFLS,asmanufacturedbykinetics

noisecontrolor

approvedequal.


ittal

2.02SuspendedEquipment

iv.Type4.(Spring-Fibergl

assHangers)

VibrationHangersconsistingofunhousedsteelspringsinseries

withaprecompressed

moldedfiberglassinsertass

embledintoastampedorweldedhangerbracket.Hangers

shallincorporateahighdeflection,colorcodedspringelementan

dfiberglassisolator

completewithloadplate.


ittal


8/212

Thefiberglassinsertshallbeindividuallycoatedwithaflexible,m

oistureimpervious

elastomericmembraneand

shallbemoldedfromglassfiberwith

fiberdiameternot

exceeding0.0027

(6.8mic

rons)andwithamodulusofelasticityof10.5millionPSI

(738,223kg/cm2)


ittal

Springshallbeepoxypowdercoatedwith1000hrsaltsprayratingperASTMB-117.

Springshallbecolorcoded

orotherwiseidentifiedtoindicateloadcapacity.Thespring

elementshallhaveaminimumlateralstiffnessof1.0timesthera

tedverticalstiffness.


ittal

Hangerbracketsshallbede

signedtocarrya500%overloadwith

outfailureandtoallow

supportrodmisalignmentth

rougha30

arcwithoutmetal-tometalcontactorothershort

circuit.


ittal

Thecombinationisolationhangerassemblywithfiberglassinsert

shallbemodelSFH,as

manufacturedbykineticsno

isecontrolorapprovedequal.


ittal

2.03InertiaBases

i.TypeA.(ConcreteInertiaBase)

Inertiabasesshallbeconstructedfromreinforcedconcreteands

hallbedesignedforthe

stressingduetotheweightofsupportedmachine.Thesurfaceshallbesteelfloat

finishedorequivalentandle

veledtothemachinemanufacturers

requirements.

Machineryshallbefixedtothebasewithgrouted-inholdingdow

nboltslocatedin

reversetaperedcastesocke

ts.

Comply

Pro

posedKineticsModelCIB

LInertiaBaseframe

Wheretheinertiabasewillb

esupportedonspringinshearmoun

tings,thebaseshallbe

formedwithprefabricatedm

ildsteelcontinuousedgeframe,13m

mdiameterreinforcing

barsonnominal200mmcenterseachway.Themountingsshallbefixedtobrackets,

whichareweldedtotheside

softheedgeframe.

Comply

Thedesignofthebracketsa

ndmountingsshallallowthebaseto

beraisedfrom(or

loweredonto)thefloorbyadjustmentofthelevelingboltsbetwee

nmountingsand

brackets.Thedesignshalla

lsoallowtheinsertion(orremoval)ofthemountingswhen

thebaseisrestingontheflo

or.

Comply


9/212

Thicknessofthebaseshall

beaminimumof8%ofthelongestspanbetweenisolators,

atleast150mm.Whereinertiabasesareusedtomountpumps,

thebasesshallbelarge

enoughtosupportpipingelbows.

Comply

InertiaBasewillnotsupportelbows,piping

supportElbows

tobepro

videdbytheContractor.

Concreteinertiabasesshallhaveaclearanceof50mmbetween

thehousekeepingpad

andbase.

Comply

ii.TypeB.(SteelBeamBa

se)

Basesshallbestructuralbeamsections,withweldedisolatorsup

portbracketsand

percolatedanddrilledancho

rboltsholes,andshallbedesignedbytheisolation

materialsmanufacturer.


ittal

Beamsectionshallnotbestructurallyconnectedtoeachother.M

inimumsectiondepth

ofeachmembershallbeeq

ualto8%ofthelongestspanbetwee

nsupportingisolators,

orasshownonthedrawingsorindicatedontheprojectdocument.


ittal

Isolatorsupportbracketsshallbeweldedtothestructuralbeams

asrequiredobtaining

thelowestmountingsheightforthesupportedequipment.


ittal

Steelbasesshallhavea25mmclearancebetweenhousekeepingpadandbase.


ittal

3.Vibrationisolationofpi

pingandductwork

3.01Suspendedpipingan

dductwork

Allpipingconnectedtomechanicalequipment(chillers,pumps,b

oilers,generators,etc)

shallbeisolatedfromthebu

ildingstructurebymeansofnoisean

dvibrationisolation.


ittal

Pipingupto100mmdiameter,first4pointsofsupport,125mmto

200mmdiameter,first

6pinotsofsupport,250mm

diameterandover,first8pointsofsu

pport.Staticdeflection

oftheisolatorsshallbesam

easisolatedequipment.Springfiber

glasshangersshallbe

usedtosupportpipes.


ittal


10/212

Allductworklocatedinmechanicalequipmentroomsconnectedtorotatingandfora

minimumof50feet(15.30m

)fromanyconnectiontovibrationisolatedair-moving

equipment(airhandlingunit

s,fancoilunits,etc)shallbeisolated

fromthebuilding

structurebymeansofnoise

andvibrationisolation.Springfiberglasshangersshallbe

usedtosupportpipes.


ittal

Allsuspendedpipinganddu

ctworklocatedbelowornearnoises

ensitiveareas(sleeping

room,conferenceroom,offices,etc)shallbeisolatedfromthebu

ildingstructureusing

vibrationisolation.Springfib

erglasshangersshallbeusedtosup

portpipesand

ductwork.


ittal

3.02Floorsupportedpipin

g

Allfloorpipingandelbowsc

onnectedtomechanicalequipment(chillers,pumps,boilers,

generators,etc)shallbeisolatedfromthebuildingstructurebym

eansofnoiseand

vibrationisolation.


ittal

Pipingupto100mmdiameter,first4pointsofsupport,125mmto

200mmdiameter,first

6pinotsofsupport,250mm

diameterandover,first8pointsofsu

pport.Staticdeflection

oftheisolatorsshallbesam

easisolatedequipment.Freestandingspringsshallbeused

tosupportpipes.


ittal

3.03Pipingandductwork

Penetrations

Allpipingandductworktobeisolatedaccordingtothissectionofthespecificationshall

freelypassthroughwallsan

dfloorswithoutrigidconnections.Pe

netrationpointsshallbe

sleevedorotherwiseformed

toallowpassageofpipingorductwork,andmaintaina

minimumof3/4

(19mm)a

ndmaximumof11/4

(30mm)clea

rancearoundthe

outsidersurfaces.Thisclearancespaceshallbetightlypackedw

ith1.58P.C.F.glass

fiberandshallbecaulkedairtightafterinstallationofthepipingorductwork.


ittal

3.04AcousticalPipeandd

uctworkLagging

PipesandDuctwork,whichpassesthroughnoisesensitiveareas

(sleepingroom,

conferenceroom,theaters,offices,etc),shallbewrappedwithanacousticallagging

material.Laggingmaterialshallconsistofalimpmassvinylbarrierbondedtoalow-

densityfiberglassdecouplinglayer.


ittal


11/212

Thebarriermaterialshallbe

constructedofa0.10inch(2mm)th

ickbariumsulphate

loadedlimpmassvinylshee

tbondedtoathinlayerofreinforced

Aluminumononeside.

Thebarriershallhaveanom

inaldensityof1pound/sq.foot(4.8

Kg./sq.meter)and

shallhaveaminimumSTCratingof28.Thebarriershallexhibitminimumflammability

ratingsof0.0secondsforfla

meoutandafterglowand0.2inches

(5mm)forcharlength

whentestedinaccordancewithU.S.FederalTestStandardno.191-5903.Decoupling

layershallbeacombination

of1inch(25mm)fiberglassbattingandanonwoven

porousscrimcoatedglassc

loth,quiltedtogetherinamatrixof4

inch(100mm)diamond

stitchpatternwhichencapsu

latestheglassfibers.


ittal

4.PipingConnection

4.01FlexiblePipeConnec

tors

Flexibleconnectorsshallbe

usedonallpipingconnectedtorotatingequipmentsuchas

Pumps,Chillers,Airhandlingunits,Fancoilunitsandthelike,to

reducethetransmission

ofnoiseandvibration,andtoeliminatestressesinpipingsystem

sduetomisalignment

andthermalmovementofth

epiping.


ittal


ofthesingleordoublespheremolde

djointconfigurationand

shallmeetorexceedstanda

rdspecificationsforrubberJoint.


ittal


abletocompensatefortheanticipatedlateralandaxial

deflections.


ittal

Connectorsshallbemadeo

fmoldedneoprenereinforcedwithnylontirecordandshall

havemildsteelfloatingflang

esorfemaleunionends.


ittal

4.02FlexibleHoses:

Hosesconnectorsshallbeinstalledontheequipmentsideofthe

shut-offvalves

Horizontallyandparalleltot

heequipmentshaftswhereverpossible.


ittal

Rubberhoseconnectorsshallbewirereinforcedandhavemolde

dconstruction.They

shallcomewithmetalthreadedendfittingsorintegralrubberflan

ges.Threadedfittings

shouldbelimitedto3inand

smallerpipediameter.


ittal


12/212

Stainlesssteelhosesshallb

eusedforheatingandventilatingun

itconnection

thatmaybelocatedinaceilingawayfromtheequipmentrooma

reaandforlonglife

whentemperaturesexceed

220

F.


ittal

Stainlesssteelhosesconstr

uctedfromcorrugatedinnercoreand

braidedcovertohelp

attainapressureratingand

providetherestrainingforceneeded.


ittal

3.00Noiseinsulationrequ

irementsundermechanicalequipment

3.01systemdesign

Theisolationmaterialsmanufacturerorhisrepresentativeshallb

eresponsibleforthe

designoftheloadsoundiso

lationmaterial,andshallprovideacompletesoundisolation

systemtotheinstallingcontractor.

Comply

Theisolationsystemshallbedesignedtoaccommodatetherang

eofuniformdeadand

liveloads,andconcentrated

loadsofthemechanicalequipment.

Comply

Thegeneralcontractorshallfurnishacompletesetoffinalapprovedshopdrawingsofall

equipmenttobesupportedbyfloatingfloors.

Noted

ByContractor

3.02laboratorytesting

FloatingfloorsystemshallB

etestedinserviceimpactinsulationclass(IIC)andsound

transmissionclass(STC)by

anindependenttestinglaboratory.M

anufacturersoffering

alternatesystemstothisspecificationshallprovidelaboratorytes

tfromindependent

laboratoryverifyingthatthe

alternatesystemscapableofachievingequivalentsound

isolationresults.

Comply

SeetheattachedTestRepo

rts

3.03submittals

Thecontractorshallsubmitsamplesofallsoundisolationmaterialsorsystem

componentstothearchitect

forapproval.

Comply

Tobeprovided

Thecontractorshallhavepr

eparedbytheisolationmanufacturer

orhisrepresentative,

andshallsubmitdrawingsshowingtheconstructionofthevariouspartsofwork,

includingconnectionstothe

adjacentpartsofthebuildingstructu

re.

Noted

ByContractor


13/212

Thecontractorshallsubmitcopiesofcertifiedtestreports,fromindependentlaboratories

whicharespecifiedasverificationofperformanceforthespecifie

dsoundisolation

systemifanalternativesystemtothatspecifiedisbeingsubmitte

d.

Comply

SeetheattachedTestRepo

rts

Thecontractorshallsubmitcopiesofacousticalstudyforfloating

floortobeinstalled

showingtheresultingSound

pressurelevelsandnoisecriteria(N

C)levelsinsidethe

areasbelow.

Comply

SeetheAttachedNC

forChillersOnly

3.04FloatingFloorSystem

Mechanicalequipmentsuch

(Chillers,Coolingtowers,Airhandlin

gunits,pumps,boilers,

generators,etc)locatedontheroofandonlevels(betweenfloors)shallbeacoustically

treatedbyusingfloatingfloo

rsystem.

Comply

Chillers,AHU

andPumpso

nly

FloatingFloorsystemprimarilycontrolairbornesoundtransmission,theyshallnotbe

usedinplaceofvibrationiso

latorsandinertiabases.

Comply

Theisolationmaterialsuppo

rtingthefloatingslabmustberesilient,havepermanent

dynamicandstaticpropertie

sandsafelysupportboththefloating

slabandtheimposed

liveloadforthelifeofthebu

ilding.Isolationmaterialforthefloatingslabshould:

1.

Haveconstantnatu

ralfrequencyintherangeof10-15H

z.

Comply

2.Beresistanttooil,w

ater,acidsandfungus,andshallbe

capableofsustaininga

100%overloadwithoutdamageorpermanents

Comply

3.BetestedforloadV

sdeflectionandfornaturalfrequencywithknownaging

propertiesandahis

toryofapplicationinfloatingfloorinstallations.

Comply

4.Betestedinservice

impactinsulationclass(IIC)andsou

ndtransmissionclass

(STC)byantesting

laboratory.

Comply

SpecificationsofthekineticsmodelRoll-outfloatingfloorSystem:


14/212

Thenoiseisolationsystems

hallconsistof(2)51mmthickhighdensityprecompressed

moldedfiberglasspadsseparatedbylowdensityacousticalfiberglass,thedensityand

spacingoftheisolationpadsshallbedesignedbytheisolationm

aterialmanufactureror

hisrepresentativeontheba

sisoffinalevaluationofdeadandliveloadsandinnocase

shalltheuniformloadrange

belessthan1000kg/sq.mtomainta

inaconstantnatural

frequencyof15Hzorlower

anduniformdeflectionsofthefloatingfloor.Theisolation

materialshallbeshippedto

jobsitein1.22mx15.24mrolls,12

mmplywoodasthe

concretepouringform.

Comply

ProposedKineticsModelKIP22QR2precompressed

fiberglas

spads.

ProposedKineticModelRIM

QR224(1.2Mx

20Mx

40

MMt

hick

)

Theisolationpadsshallbespacedat16to24inchcenters(41-6

1cm)eachwayand

bondedtolowdensitysoundabsorptionmaterial1in(38mm)

thickwithNoise

reductioncoefficientof0.87.

Comply

Spacing60cmbothways

Junctionplatesformaintainingplanaralignmentofthewoodpanelsshallbe4x416ga

steelattachedatfourpoints

tothepanelsystem.

Comply

Perimeterisolationboardsh

allbethickclosedcellexpanded

polyethyleneinstalled

aroundallperimeters,curbs

,ductandpipepenetrations.

Comply

P

roposedKineticModelPIB-08Isolationboard

6-mil(150micron)Polyethylenesheetingfortemporarilywaterproofingtheisolation

system.

Comply

TobeProvidedbytheContractor

Thefloatingfloorshallconsistof4inchthickheavyaggregate(2400kg/m3)concrete.

Comply


Perimetersealant.

Comply


PenetrationssuchPiping,conduitandductworkpenetrationsofthefloatingfloorsshall

beisolatedwithinch,clos

edcellexpandedpolyethylene.

Comply



15/212

Floordrainsshallconsistof

twopartunitsdesignedtobecastintotheisolatedslaband

thestructuralslabwithnorigidconnectionbetweenthetwomem

bers.Thedrainsshall

allowfordrainageoftheair

space.Theuppermembershallcont

ainagreatappropriate

tothesystem.

Comply



16/212

SCHEDULE OF

MATERIALSa.VIBRATION ISOLATOR FOR AHUb.INERTIA BASE & VIBRATION ISOLATOR FOR PUMPSc.FLOATING FLOOR FOR AHU, CHILLERS & PUMPS


17/212

VIBRATION

ISOLATOR

SCHEDULE


18/212

1

PROJECT:

COM

MERCIALDEVELOPM

ENT@ALNASSER

SUBJECT:

KIN

ETICSVIBRATION

ISOLATORS

SCHEDULEFOR

AIR

HANDLING

UNITS

B

ASEMOUNTED

References

Qty

No.ofIsolators

O

.Weight

(kg)

Weightper

Isolator(kg)

Type

SelectedIsola

tor

RatedCapacity

(kg)

AHU

GF

CHILD

FUNZONE01

1

1x4=4

1420.0

0

355.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

MZF

RS

57

01

1

1x4=4

1735.0

0

434.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

MZF

P.

AREA

09

1

1x4=4

2464.0

0

616.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

GF

P.

AREA

09

1

1x4=4

1560.0

0

390.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

GF

P.

AREA

08

1

1x4=4

1544.0

0

386.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

MZF

P.

AREA

08

1

1x4=4

1996.0

0

499.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

1F

0FF27

01

1

1x4=4

1176.0

0

294.0

0

FLO

OR

MOUNTED

AC

331Q

102

409


19/212

2

AHU

1F

0FF28

01

1

1x4=4

1372.0

0

343.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

MZF

P.

AREA

01

1

1x4=4

1908.0

0

477.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

GF

P.

AREA

01

1

1x4=4

1544.0

0

386.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

2F

0FF27

01

1

1x4=4

1336.0

0

334.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

2F

0FF28

01

1

1x4=4

1544.0

0

386.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

0FF36

01

1

1x4=4

656.0

0

164.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

2F

0FF36

01

1

1x4=4

688.0

0

172.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

MZF

P.

AREA

11

1

1x4=4

2060.0

0

515.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

1F

0FF38

01

1

1x4=4

864.0

0

216.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

2F

0FF38

01

1

1x4=4

880.0

0

220.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

GF

P.

AREA

11

1

1x4=4

880.0

0

220.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

2F

0FF37

01

1

1x4=4

880.0

0

220.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

0FF37

01

1

1x4=4

1100.0

0

275.0

0

FLO

OR

MOUNTED

AC

331Q

102

409


20/212

3

AHU

2F

0FF34

01

1

1x4=4

912.0

0

228.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

0FF34

01

1

1x4=4

864.0

0

216.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

0FF33

01

1

1x4=4

756.0

0

189.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

2F

0FF33

01

1

1x4=4

864.0

0

216.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

CHILD

PLAY

1

1

1x4=4

1560.0

0

390.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

CINEMAL

02

1

1x4=4

1086.0

0

543.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

GF

P.

AREA

07

1

1x4=4

1176.0

0

294.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

MZF

P.

AREA

07

1

1x4=4

1984.0

0

496.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

MZF

P.

AREA

06

1

1x4=4

1380.0

0

345.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

GF

P.

AREA

06

1

1x4=4

880.0

0

220.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

CINEMA

L

01

1

1x4=4

2060.0

0

515.0

0

FLO

OR

MOUNTED

AC

332R

302

1209


21/212

4

SCHED

ULEFOR

AIRHANDLING

UNITS

MASTER

ROOFBASEMOUNTE

D

References

Qty

No.ofIsolators

O

.Weight

(kg)

Weightper

Isolator(kg)

Type

SelectedIsola

tor

RatedCapacity

(kg)

AHU

3F

OFF

01

01

1

1x4=4

832.0

0

208.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

3F

OFF

02

01

1

1x4=4

820.0

0

205.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

MZF

P.

AREA

04

1

1x4=4

2076.0

0

519.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

GF

P.

AREA

04

1

1x4=4

1560.0

0

390.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

3F

OFF

07

01

1

1x4=4

816.0

0

204.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

3F

OFF

08

01

1

1x4=4

816.0

0

204.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

3F

OFF

09

01

1

1x4=4

816.0

0

204.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

MZF

P.

AREA

03

1

1x4=4

2172.0

0

543.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

3F

OFF

10

01

1

1x4=4

816.0

0

204.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

GF

P.

AREA

03

1

1x4=4

1560.0

0

390.0

0

FLO

OR

MOUNTED

AC

331Q

102

409


22/212

5

AHU

MZF

P.

AREA

02

1

1x4=4

1560.0

0

390.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

3F

OFF

15

01

1

1x4=4

656.0

0

164.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

3F

OFF

16

01

1

1x4=4

816.0

0

204.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

3F

OFF

18

01

1

1x4=4

656.0

0

164.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

3F

OFF

17

01

1

1x4=4

636.0

0

159.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

MZF

P.

AREA

10

1

1x4=4

2060.0

0

515.0

0

FLO

OR

MOUNTED

AC

332R

302

1209

AHU

GF

P.

AREA

10

1

1x4=4

1336.0

0

334.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

1F

OFF

32

01

1

1x4=4

1544.0

0

386.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

2F

OFF

32

01

1

1x4=4

1176.0

0

294.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

3F

OFF

20

01

1

1x4=4

1100.0

0

275.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

3F

OFF

19

01

1

1x4=4

636.0

0

159.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

07

1

1x4=4

636.0

0

159.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

08

1

1x4=4

656.0

164.0

0

FLO

OR

MOUNTED

AC

331L

41

205


23/212

6

AHU

CINEMA

06

1

1x4=4

456.0

0

114.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

1F

EM.C

ORR

05

1

1x4=4

1100.0

0

275.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

AHU

CINEMA

05

1

1x4=4

456.0

0

114.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

04

1

1x4=4

456.0

0

114.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

03

1

1x4=4

456.0

0

114.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

02

1

1x4=4

636.0

0

159.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

CINEMA

01

1

1x4=4

656.0

164.0

0

FLO

OR

MOUNTED

AC

331L

41

205

AHU

GF

P.A

REA

02

1

1x4=4

1544.0

0

386.0

0

FLO

OR

MOUNTED

AC

331Q

102

409

MODEL

TOTALQUANTITY

AC331Q

30x4=120.0

0

AC331L

21x4=84.0

0

AC332R

11x4=44.0

0


24/212

INERTIABASE

SCHEDULE


25/212

PROJECT:COM

MERCIALDEVELOPM

ENT@ALNASSER

SUBJECT:KIN

ETICSINERTIABASE

&SPRINGISOLATOR

S

SELE

CTIONOFVIBRATION

ISOLATORSFORCH

ILLEDWATERPUMPS

References

Qty

I.BDimensions

(MM)

O.W

eight

(kg)

InertiaBase

Weight

(kg)

TotalW

eight

(kg)

Loadper

Isolator(kg)

Selected

Isolator

Rated

Capacity(kg)

PCHWPZB0104

4

1645x1134x250

73

2.00

1159.28

1891.28

473.00

FDS21

120

508.00

SCHWPZB0104

4

1445x934x150

16

0.00

520.13

680.13

170.00

FDS2375

170.00

PCHWPZDF0106

6

1645x1134x250

73

2.00

1159.28

1891.28

473.00

FDS21

120

508.00

SCHWPZDF0106

6

1635x1087x150

16

0.00

679.01

839.01

210.00

FDS2500

227.00

PCHWPZCP0105

5

1645x1134x250

73

2.00

1159.28

1891.28

473.00

FDS21

120

508.00

SCHWPZCF0105

5

1635x1087x150

16

0.00

679.01

839.01

210.00

FDS2500

227.00


26/212

PCHWPZCR0103

3

1645x1134x250

73

2.00

1159.28

1891.28

473.00

FDS21

120

508.00

SCHWPZCR0103

3

1645x1134x250

87

6.00

1383.13

2259.13

565.00

FDS21

400

635.00

PCHWPZEF0104

4

1645x1134x250

73

2.00

1159.28

1891.28

473.00

FDS21

120

508.00

SCHWPZEF0104

4

1445x934x150

13

6.00

520.13

656.13

164.00

FDS2375

170.00

PCHWPZDR0103

3

1745x1234x250

87

6.00

1334.90

2210.90

553.00

FDS21

400

635.00

SCHWPZDR0103

3

1645x1134x250

87

6.00

1383.13

2259.13

565.00

FDS21

400

635.00


27/212

FLOATING

FLOORS

SCHEDULE


28/212

1

PROJECT:

COMME

RCIALDEVELOPMENT@

ALNASSER

SUBJECT:

KINETIC

FLOATING

FLOORS

SCH

EDULEOFMATERIALSF

OR

FLOATING

FLOORS(

AIR

HANDLING

UNITS)

EquipmentReference

Qty

No.ofRo

lls

No.ofAdditional

KIPPads

No

.ofPIB

(Meters)

No.ofJunctionPlates

(Sets)

No.ofPails

AHU

MZF

P.

AREA

06

1

3.0

0

4.0

0

35.0

0

131.0

0

3PAILS

AHU

GF

P.

AREA

06

1

3.0

0

4.0

0

35.0

0

131.0

0

3PAILS

AHU

MZF

P.

AREA

07

1

3.0

0

6.0

0

35.0

0

131.0

0

3PAILS

AHU

GF

P.

AREA

07

1

3.0

0

4.0

0

35.0

0

131.0

0

3PAILS

AHU

CINEMA

L

01

1

3.0

0

6.0

0

35.0

0

131.0

0

3PAILS

AHU

CINEMA

L

02

1

3.0

0

4.0

0

35.0

0

131.0

0

3PAILS

AHU

1F

CHILDPLAY

L

01

1

3.0

0

6.0

0

30.0

0

117.0

0

3PAILS

AHU

2F

OFF33

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

1F

OFF33

01

1

2.0

0

4.0

0

30.0

0

95.0

0

3PAILS

AHU

1F

OFF34

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS


29/212

2

AHU

2F

OFF34

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

1F

OFF36

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

2F

OFF36

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

1F

OFF38

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

2F

OFF38

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

GF

P.A

REA

11

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

1F

OFF37

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

2F

OFF37

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

MZF

P.A

REA

11

1

3.0

0

6.0

0

35.0

0

133.0

0

3PAILS

AHU

GF

P.A

REA

02

1

3.0

0

4.0

0

35.0

0

115.0

0

3PAILS

AHU

MZF

P.A

REA

01

1

3.0

0

6.0

0

35.0

0

133.0

0

3PAILS

AHU

1F

OFF28

01

1

3.0

0

4.0

0

35.0

0

115.0

0

3PAILS

AHU

1F

OFF27

01

1

2.0

0

4.0

0

30.0

0

103.0

0

3PAILS

AHU

GF

P.A

REA

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

2F

OFF27

01

1

3.0

0

4.0

0

35.0

0

115.0

0

3PAILS


30/212

3

AHU

2F

OFF28

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

03

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

04

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

05

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

1F

EM.

CORRID

OR

05

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

06

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

07

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

08

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

CINEMA

02

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

2F

OFF32

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

1F

OFF32

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

MZF

P.A

REA

10

1

3.0

0

6.0

0

35.0

0

146.0

0

3PAILS

AHU

GF

P.A

REA

10

1

3.0

0

6.0

0

35.0

0

146.0

0

3PAILS

AHU

3F

OFF20

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS


31/212

4

AHU

3F

OFF19

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF17

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF18

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF01

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF02

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

MZF

P.A

REA

04

1

3.0

0

6.0

0

35.0

0

146.0

0

3PAILS

AHU

GF

P.A

REA

04

1

3.0

0

4.0

0

35.0

0

146.0

0

3PAILS

AHU

3F

OFF07

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF08

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF09

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

3F

OFF10

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

MZF

P.A

REA

03

1

3.0

0

6.0

0

35.0

0

146.0

0

3PAILS

AHU

GF

P.A

REA

03

1

3.0

0

4.0

0

35.0

0

146.0

0

3PAILS

AHU

MZF

P.A

REA

02

1

3.0

0

4.0

0

35.0

0

146.0

0

3PAILS

AHU

3F

OFF16

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS


32/212

5

AHU

3F

OFF15

01

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

GF

CHILD

FUNZ

ONE

01

1

3.0

0

4.0

0

35.0

0

115.0

0

3PAILS

AHU

MZF

RS

05

01

1

3.0

0

6.0

0

35.0

0

155.0

0

3PAILS

AHU

MZF

P.A

REA

09

1

3.0

0

6.0

0

35.0

0

146.0

0

3PAILS

AHU

GF

P.A

REA

09

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

GF

P.A

REA

08

1

3.0

0

4.0

0

30.0

0

117.0

0

3PAILS

AHU

MZF

P.A

REA

08

1

3.0

0

6.0

0

30.0

0

117.0

0

3PAILS

ITEM

TOTALQUANTITY

NO.OFROLLS

174.00

ADDITIONALKIPPADS

272.00

PIBMETERS

1,965.00

JUNCTIONPLATES&SCREW

7,456.00

ADHESIVE

3PAILS


33/212

1

PROJECT:COMME

RCIALDEVELOPMENT@

ALNASSER

SUBJECT:KINETIC

FLOATING

FLOORS

SCHEDULEOFMATERI

ALSFORFLOATING

FLOORS(CHILLERS)

EquipmentReference

Qty

No.ofRo

lls

No.ofAdditional

KIPPads

No

.ofPIB

(M

eters)

No.ofJunctionPlate

s

(Sets)

No.ofPail

CH

ZB

010

3

3

12.0

0

84.0

0

70.0

0

583.0

0

1PAIL

CH

ZER

01

02

2

7.0

0

64.0

0

55.0

0

323.0

0

1PAIL

CH

ZEF

01

02

2

12.0

0

84.0

0

70.0

0

583.0

0

1PAIL

CH

ZDF

01

05

5

17.0

0

150.0

0

85.0

0

847.0

0

1PAIL

CH

ZCF

01

04

4

17.0

0

120.0

0

85.0

0

847.0

0

1PAIL

CH

ZCR

01

02

2

4.0

0

56.0

0

45.0

0

194.0

0

1PAIL

ITEM

TOTALQUANTITY

NO.OFROLLS

69.00

ADDITIONALKIPPADS

558.00

PIBMETERS

410.00

JUNCTIONPLATES&SCREW

3,377.00

ADHESIVE

1PAIL


34/212

1

PROJECT:COMME

RCIALDEVELOPMENT@

ALNASSER

SUBJECT:KINETIC

FLOATING

FLOORS

SCHEDULEOFMATER

IALSFORFLOATING

FLOORS(PUMPS)

EquipmentReference

Qty

No.ofRo

lls

No.ofAdditional

KIPPads

No

.ofPIB

(M

eters)

No.ofJunctionPlate

s

(Sets)

No.ofPail

PCHWP

ZCR

01

03

3

1.0

0

18.0

0

24.0

0

18.0

0

1PAIL

SCHWP

ZCR

01

03

3

1.0

0

18.0

0

24.0

0

18.0

0

1PAIL

PCHWP

ZB

01

04

4

1.0

0

24.0

0

32.0

0

24.0

0

1PAIL

SCHWP

ZB

01

04

4

1.0

0

24.0

0

32.0

0

24.0

0

1PAIL

PCHWP

ZEF

01

04

4

1.0

0

24.0

0

32.0

0

24.0

0

1PAIL

SCHWP

ZEF

01

04

4

1.0

0

24.0

0

32.0

0

24.0

0

1PAIL

PCHWP

ZDF

01

06

6

1.0

0

36.0

0

48.0

0

36.0

0

1PAIL


35/212

2

SCHWP

ZDF

01

06

6

1.0

0

24.0

0

48.0

0

36.0

0

1PAIL

PCHWP

ZCF

01

05

5

1.0

0

30.0

0

40.0

0

30.0

0

1PAIL

SCHWP

ZCF

01

05

5

1.0

0

20.0

0

40.0

0

30.0

0

1PAIL

PCHWP

ZDR

01

03

SCHWP

ZDR

01

03

6

1.0

0

40.0

0

48.0

0

36.0

0

1PAIL

ITEM

TOTALQUANTITY

NO.OFROLLS

11.00

ADDITIONALKIPPADS

282.00

PIBMETERS

400.00

JUNCTIONPLATES&SCRE

W

300.00

ADHESIVE

1.00


36/212

SOUNDCALCULATION


37/212

************************************************ ***********************************************

Analysis Performed By: This Program Provided By:

Von Ryan V. Grande Kinetics Noise Control, Inc.

Electro - Mechanical Deaprtment 6300 Irelan Place

Qatar International Trading Company Dublin, Ohio 43017

Salwa Road, Qatar Phone: 614-889-0480

Phone: +974 4667782 Fax: 614-889-0540

Fax: +974 4667783 E-mail: [email protected]

COMMERCIAL DEVELOPMENT @ AL NASSER

M / S TERNA

This Program has been designed to aid in the calculation of the effectiveness of various floor systems. Formulas used are generally accepted by the acoustic community and

material data has been drawn from industry sources or acoustic tests. It is intended as an estimator and KNC is not responsible for the accuracy of the results.

************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************

Mid Band Frequency - Hz 63 125 250 500 1000 2000 4000 8000

Sound Power Levels - dB 102 102 100 96 94 88 84 86

Extension of F.F beyond edge of CHILLER 2.00 M

Free Field Correction - dB -17 -17 -17 -17 -17 -17 -17 -17

Surface Directivity Correction - dB 5 5 5 5 5 5 5 5

Directly beneath CHILLER

Correction as per BS 4142:1967

SPL at Top of Slab - dB 90 90 88 84 82 76 72 74

Reduction - 16" concrete slab +4" FF Slab 43 45 54 60 61 66 70 74

Reduction - Room Effect 1 2 2 4 6 8 8 8

With Considerable Flanking

Resulting noise levels in receiver room dB 46 43 32 20 15 2 -6 -8

For reference, the sound pressure level for

NC25 54 44 37 31 27 24 22 21

28-J ul-11

Season : Not Applicable as we are not calculating Noise Levels outside the building

The Total noise contributed by the above list of noise sources minus the sum of the insertion loss of the floor-ceiling

3

Roof

Impulsive Character : Not Applicable as we are not calculating Noise Levels outside the building

SUMMARIZED NOISE DATA ***************************************

CH - ZB - 01 - 03

Construction and the effect of the receiver room, results in a noise level equivalent toNC-25

Intermittency : Not Applicable as we are not calculating Noise Levels outside the building

Type of Insulation : Not Applicable as we are not calculating Noise Levels outside the building

Type of Area : Not Applicable as we are not calculating Noise Levels outside the building

Time of Day : Not Applicable as we are not calculating Noise Levels outside the building

KINETICS NOISE CONTROL

NC LEVEL FOR COMMERCIAL DEVELOPMENT

Job Information:

CARRIER

PROJ ECT DATA

--

LIST OF NOISE SOURCES

KINETICSTM

United States: 6300 Irelan Place.Dublin Ohio 43017. Phone-614.889.0480. Fax-614.889.0540 www.kineticsnoise.com


38/212

************************************************ ***********************************************






Phone: +974 4667782 Fax: 614-889-0540



M / S TERNA



************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************














NC25 54 44 37 31 27 24 22 21

28-J ul-11



3

Roof



CH - ZEF 01 TO 03








Job Information:

CARRIER

PROJ ECT DATA

--


KINETICSTM



39/212

************************************************ ***********************************************






Phone: +974 4667782 Fax: 614-889-0540



M / S TERNA



************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************














NC30 57 48 41 35 31 29 28 27



Job Information:

CARRIER

PROJ ECT DATA

--







28-J ul-11



4

Roof



CH - ZCF 01 TO 04

KINETICSTM



40/212

************************************************ ***********************************************






Phone: +974 4667782 Fax: 614-889-0540



M / S TERNA



************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************














NC25 54 44 37 31 27 24 22 21

28-J ul-11



2

Roof



CH - ZCR 01 TO 02








Job Information:

CARRIER

PROJ ECT DATA

--


KINETICSTM



41/212

************************************************ ***********************************************






Phone: +974 4667782 Fax: 614-889-0540



M / S TERNA



************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************














NC25 54 44 37 31 27 24 22 21



Job Information:

CARRIER

PROJ ECT DATA

--







28-J ul-11



2

Roof



CH - ZER 01 TO 02

KINETICSTM



42/212

************************************************ ***********************************************






Phone: +974 4667782 Fax: 614-889-0540



M / S TERNA



************************************************ ***************************************

Equipment Reference

Model

Motor Power

Qty.

Location

************************************************














NC30 57 48 41 35 31 29 28 27



Job Information:

CARRIER

PROJ ECT DATA

--







28-J ul-11



5

Roof



CH - ZDF - 01 - 05

KINETICSTM



43/212

CALCULATIONa.INERTIA BASE CALCULATION FOR PUMPSb.FLOATING FLOOR CALCULATION FOR AHU,

PUMPS & CHILLERS


44/212

INERTIA BASECALCULATION


45/212

1

MODEL : TA1224 ( PCHWP ZB 01 TO 04 )

FRAME : 213T

QTY : 4 NOSDIMENSIONS :

L = 1245.00mm W = 584.00mm Weight = 610.00kg

RPM = 1450 Operating Weight = 610 x 1.2 = 732.00kg

A. Calculation :

Proposed Inertia Base Dimension :1645 x 1134 x 250 mm

Inertia Base Steel Weight : ( 1.645 + 1.134 ) * 2 * 7.2 = 40.02kg

Inertia Base Concrete Weight : ( 1.645 * 1.134 * 0.25 * 2400 ) = 1119.26kg

Total Weight of Inert ia Base: ( 40.02 + 1119.26 ) = 1159.28kg

Total Weight acting on the isolators: ( 1159.28 + 732.00 ) = 1891.28kg

Weight Ratio : ( 1159.28 / 732.00 ) = 1.58

Actual Load per Isolator : ( 1891.28 / 4 ) = 473.00kg

Selected Isolator : FDS 2 1120

Rated Capacity : 508.00kg

Rated Deflection : 51mm

Actual Deflection : ( 473 * 51 ) / 508 = 47mm / 25.4

Natural Frequency Fn (Hz) : 3.13 1 / 1.86 = 2.28

Forced Frequency Ft (Hz) : 1450 / 60 = 24.17

Transmissibility : [ 1 / [ ( 24.17 / 2.28 )2

1) ] = 0.00905

Isolation Efficiency % :100 * ( 1 - [ 1 / ( 24.17 / 2.28 )2

1 ) ] = 99.09 %


46/212

2

MODEL : TA1224 ( SCHWP ZB 01 TO 04 )

FRAME : 215T


L = 1245.00mm W = 584.00mm Weight = 133.00kg


B. Calculation :






Weight Ratio : ( 520.13 / 160.00 ) = 3.25









1) ] = 0.008422


1 ) ] = 99.15 %


47/212

3

MODEL : TA1224 ( PCHWP ZDF 01 TO 06 )

FRAME : 213T


L = 1245.00mm W = 584.00mm Weight = 610.00kg


C. Calculation :






Weight Ratio : ( 1159.28 / 732.00 ) = 1.58









1) ] = 0.00905


1 ) ] = 99.09 %


48/212

4

MODEL : TA1224 ( SCHWP ZDF 01 TO 06 )

FRAME : 215T


L = 1435.00mm W = 737.00mm Weight = 133.00kg


D. Calculation :






Weight Ratio : ( 679.01 / 160.00 ) = 4.24









1) ] = 0.009110


1 ) ] = 99.08s %


49/212

5

MODEL : TA1224 ( PCHWP ZCP 01 TO 05 )

FRAME : 213T


L = 1245.00mm W = 584.00mm Weight = 610.00kg


E. Calculation :






Weight Ratio : ( 1159.28 / 732.00 ) = 1.58









1) ] = 0.00905


1 ) ] = 99.09 %


50/212

6

MODEL : TA1224 ( SCHWP ZCF 01 TO 05 )

FRAME : 215T


L = 1435.00mm W = 737.00mm Weight = 133.00kg


F. Calculation :






Weight Ratio : ( 679.01 / 160.00 ) = 4.24









1) ] = 0.009110


1 ) ] = 99.08s %


51/212

7

MODEL : TA1224 ( PCHWP ZCR 01 TO 03 )

FRAME : 213T


L = 1245.00mm W = 584.00mm Weight = 610.00kg


G. Calculation :






Weight Ratio : ( 1159.28 / 732.00 ) = 1.58









1) ] = 0.00905


1 ) ] = 99.09 %


52/212

8

MODEL : TA1224 ( SCHWP ZCR 01 TO 03 )

FRAME : 213T


L = 1245.00mm W = 584.00mm Weight = 730.00kg


H. Calculation :






Weight Ratio : ( 1383.13 / 876.00 ) = 1.57









1) ] = 0.00947


1 ) ] = 99.05 %


53/212

9

MODEL : TA1224 ( PCHWP ZEF 01 TO 04 )

FRAME : 213T

QTY : 4 NOS

DIMENSIONS :

L = 1245.00mm W = 584.00mm Weight = 610.00kg


I. Calculation :






Weight Ratio : ( 1159.28 / 732.00 ) = 1.58









1) ] = 0.00905


1 ) ] = 99.09 %


54/212

10

MODEL : TA1224 ( SCHWP ZEF 01 TO 04 )

FRAME : 213T

QTY : 4 NOS

DIMENSIONS :

L = 1245.00mm W = 584.00mm Weight = 113.00kg


J. Calculation :


Inertia Base Steel Weight : ( 1.445 + 0.934) * 2 * 7.2 = 34.26kg




Weight Ratio : ( 520.13 / 136.00 ) = 3.82









1) ] = 0.00873


1 ) ] = 99.12 %


55/212

11

MODEL : TA1224 ( PCHWP ZDR 01 TO 03 )

FRAME : 213T

QTY : 3 NOS

DIMENSIONS :

L = 1245.00mm W = 584.00mm Weight = 730.00kg


K. Calculation :






Weight Ratio : ( 1383.13 / 876.00 ) = 1.57









1) ] = 0.00947


1 ) ] = 99.05 %


56/212

12

MODEL : TA1224 ( SCHWP ZDR 01 TO 03 )

FRAME : 213T

QTY : 3 NOS

DIMENSIONS :

L = 1245.00mm W = 584.00mm Weight = 113.00kg


L. Calculation :


Inertia Base Steel Weight : ( 1.445 + 0.934) * 2 * 7.2 = 34.26kg




Weight Ratio : ( 520.13 / 136.00 ) = 3.82









1) ] = 0.00873


1 ) ] = 99.12 %


57/212

FLOATINGFLOORS

CALCULATION


58/212

1

FOR AHU MZF P. AREA 06 ( 1NO )

GIVEN:

AHU Dimensions & Weight Concrete Plinth Dimension

Length =4781 MM --------

Width =3085 MM --------

Operating Weight =1380.00 kg Floating Floor Dimension

Extension of FF beyond edge of AHU =2000 MM Length =8781 MM Width =7085 MM

Calculations:

1. No. of Rolls =[ 8.781 x 5.90 ) / 20 =3.00 ( 99 nos Kip Pads )

Where ( 5.90 ) =7.085M / 1.2M

2. Additional KIP Pads =Operating Weight of the equipment ) / 363 kg

=1380.00 / 363.00

=4 nos of additional Kip Pads

3. PIB Meters :

=[ Length of the FF +Width of FF ] x 2

=[ 8.781 +7.085 ] x 2

=35 Meters

4. J unction Plates :

=Area of the FF x [ 10.76 x 6 x 1.05 / 32 ]

=[ 8.781 x 7.085 ] x [ 10.76 x 6 x 1.05 / 32 ]

=131 sets


59/212

2

FOR AHU GF P. AREA 06 ( 1NO )

GIVEN:


Length =4781 MM --------

Width =3085 MM --------



Calculations:


Where ( 5.90 ) =7.085M / 1.2M


=880.00 / 363.00


3. PIB Meters :


=[ 8.781 +7.085 ] x 2

=35 Meters


=Area of the FF x [ 10.76 x 6 x 1.05 / 32 ]

=[ 8.781 x 7.085 ] x [ 10.76 x 6 x 1.05 / 32 ]

=131 sets


60/212

3

FOR AHU MZF P. AREA 07 ( 1NO )

GIVEN:


Length =4781 MM --------

Width =3085 MM --------



Calculations:


Where ( 5.90 ) =7.085M / 1.2M


=1984.00 / 363.00


3. PIB Meters :


=[ 8.781 +7.085 ] x 2

=35 Meters


=Area of the FF x [ 10.76 x 6 x 1.05 / 32 ]

=[ 8.781 x 7.085 ] x [ 10.76 x 6 x 1.05 / 32 ]

=131 sets


61/212

4

FOR AHU GF P. AREA 07 ( 1NO )

GIVEN:


Length =4781 MM --------

Width =3085 MM --------



Calculations:


Where ( 5.90 ) =7.085M / 1.2M


=1176.00 / 363.00


3. PIB Meters :


=[ 8.781 +7.085 ] x 2

=35 Meters


=Area of the FF x [ 10.76 x 6 x 1

floating slab

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