METHOD STATEMENT - Sayfa Systems
26
A HIGH-LOAD DECK WORK PLATFORM SYSTEM FOR SAFER, FASTER BUILD METHOD STATEMENT
Transcript of METHOD STATEMENT - Sayfa Systems
A HIGH-LOAD DECKWORK PLATFORM SYSTEMFOR SAFER, FASTER BUILD
METHOD STATEMENT
Contents
METHOD STATEMENT:THE RHINO LOAD DECK FALL PREVENTION SAFETY SYSTEM Page1.0 PlaceandPurposeofUse 62.0 SystemLoading 63.0 SafetyChecks 64.0 Installation 75.0 RaisingtheLoadDeck 126.0 DismantlingtheSafetyPlatform 13
METHOD STATEMENT:LINEAR WORK PLATFORM SET UP Page7.0 PlaceandPurposeofUse 148.0 SystemLoading 149.0 SafetyChecks 1410.0 Installation 1511.0 RaisingtheLinearWorkPlatform 1812.0 DismantlingtheLinearWorkPlatform 19
RHINO DECK COMPONENTS LIST 20
RECORD OF INSPECTION CHECK LIST 21
INTERVAL INSPECTIONS 25
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Introduction
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RHINO LOAD DECKThisuniquethree-in-onesafetyplatformsystemofferstheoptimumsolutiontodifficultiescausedbyworkingatheight.Foruseasawall-to-wallsafetyplatform,trestleandhandrailset-upormobiletowerarrangement,theRhinoLoadDeckprovidesunrivalledversatility,ease-of-use,strengthanddurability,andcost-effectiveness.
RhinoDeckisavailableinbothblackandsilverandthedeckcomesinbothstandardandheavydutyversions.Allvariantsaretotallycompatiblewithallothercomponents.
Itcanalsobeadaptedforuseasa‘catwalk’arrangementforaccessinsidetimbertrusses.
Itsfastinstallandrecoverycharacteristicprovidessiteoperativeswithmoretimetoattendtotheirtasksonsiteandvastlyincreases
buildproductivityalongwithasignificantdecreaseindowntime.
LOAD/IMPACT TESTINGTheRhinoLoadDecksystemhasbeenfullytestedtotestproceduressetoutbytheBritishStandardsInstituteandwhollycomplieswiththefollowingstandards;
TemporaryWorksEquipmentBSEN12811-1:2003section6.1.36.0kN/m2,6.2.2.3&6.2.2.4
TemporaryEdgeProtectionSystemsBSEN13374:2004.
UNRIVALLED EASE OF USE TheRhinoLoadDeck’scompositionoflightweightcomponentswhichlockintoplacewithouttheneedforhandtoolsorfixingsmaketheRhinosystemeasyandveryfasttoinstall(approximately50sqm/hourwithonly2workmen).Itsflexibilityenablesitto
followthewallprofile,aroundL-shapesandirregularities.
AN ENHANCED SAFETY SYSTEMThissystemnotonlyprovidesasafeworkingplatform,butallowsoperativestoloadtheplatformwithnecessarytoolsandmaterialsforefficienttaskexpediency.
Offeringyoualoadcapacityof600Kg/sqmprovidesyoursiteoperativeswithmorethanadequateloadingrequirementwhileallowingallsitetradestoutilisetheplatform.
Beingcompletelyself-supportive,theRhinosystemdoesnotrelyonyourexternalorpartywallsforlateralsupport.Itscompositionofpremiumgradesteelcomponents,coatedonallsurfaceswithahighlydurablecoatingagainstcorrosion,givesustheconfidencetoofferourclientsa5yearfit-for-useguarantee,providingtheproductisnotabusedandtheduecareinstructionscontainedinthemethodstatementareadheredto.
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THERE IS NO BETTER OR MORE VERSATILE 3 IN 1 SOLUTION FOR ACCESS, LOADING AND WORKING
l market-leadingloaddeckplatformandtrestlesystem
l fastandeasy-to-installmethodallowssaferworkingatheightsofupto4metres
l cansupportloadsratedatupto600kgpersquaremetreata3metreplatformheight
l lightweightcomponentslockintoplacewithouttheneedforhandtoolsorfixings
l uniqueuseofmaterialsminimisestheweightneededtoachieveitsstrengthanddurability
l unaffectedbyweatherextremes
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l needsminimalsitespaceforstorageanditiseasytotransportfromsitetosite
l uptotentimesfastertoinstallthantraditionalscaffolding
l doesnotrequirestandingwallsforsupport
l canberaisedinheightbybuildingontothelegsandraisingtheframeworkanddeckpanels
l youcanaddtoatrestleandhandrailtodevelopafullloaddecksystem,asneedsdictate
l 5-yearfitforuseguarantee(subjecttoconditions).
RHINO LOAD DECK FALL PREVENTION SAFETY SYSTEM
METHOD STATEMENT
WALL-TO-WALL SAFETY PLATFORM
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platesatthebaseofeachlegisrecommended.Systemsmustbeinstalledonasolidlevelfloorwithsufficientstrengthtosupportcharacteristicloads.
2.3 Loadingonmake-uppanels(Section4.12&4.13)isnotrecommended.
3.0 SAFETY CHECKS3.1 Allcomponentstobeusedshould
bethoroughlyinspectedbytheplatforminstallerbeforeuseasfollows:
a)Removebuild-upofmortar,mudandotherdebrisfromcomponents;
b)Visuallyexaminecomponentsforanysignsofstructuraldamage,distortionorfatigue.
3.2 Whentheinstallationiscomplete,itshouldbesignedoffbyanauthorisedmanager.Thesystemshouldalsobevisuallyinspectedatthebeginningofeachworksession,byacompetentperson,toensurethatnoneofthecomponentshaveeitherbeenremovedordamaged.
3.3 Anydamagedcomponentsorcomponentswithexcessivemortarbuildupmustbesegregatedandremovedfromservice.
Figure1.1
1.0 PLACE AND PURPOSE OF USE
1.1 TheRhinoLoadDeckSystemisdesignedforuseinsideabuildingduringconstruction.Thesystemcanbeinstalledtoprovideasafeaccessplatformforsiteoperativesandthereforereducetheriskoffallpotential.Figure4.17(page11)isatypicalillustrationofacompletedinstallationprovidinga1.5mplatformheightforasiteplothavinganinternalwidthmeasurementbetweenwallelevationsof6.13m.
2.0 SYSTEM LOADING
2.1 TheRhinoLoadDeckSystemisdesignedtocarryaloadof600Kg/m2,(men,toolsandmaterials)providingthisisevenlydistributedacrosstwodeckpanels(Figure1.1).Loadweightsmaynotexceedthismaximumwithoutwrittenapproval.
2.2 Allloadsplacedonthesystemwillbetransferreddirectlytothebasebelowanditisthereforeanessentialrequirementthatthebaseiscapableofsustainingthecombinedtotalweightofthesystemtogetherwithanyaddedload.Theuseofsole
4.0 INSTALLATION
4.1 SafetyplatforminstallationworkshallonlybecarriedoutbytrainedpersonnelwhoarethoroughlyconversantwiththerequirementsofthisMethodStatement.
4.2 InstallersshouldalsoadheretoallcurrentHealthandSafetyRules,suchasthewearingofprotectiveclothing,i.ehardhat,highvisibilityVest/Jacket,metaltoecappedbootsandhandprotectivegloves.
4.3 Ensurethatthebaseisofsufficientstrengthandofsuitablecompositiontosupportthesystemandfortheloadtobeplacedonthesystem.
4.4 Ensurethatthebaseprovidesalevelsurface.
4.5 Thoroughlyclearthebasespaceofallrubbish&debris.
4.6 Workingfromthefurthestcornerfromtheplotentranceandstartingwiththeexteriorwallslaythelegsandcrossbracesflatonthebaseacrossthewidthoftheplot.Thegapbetweentheplatformandadjacentwallelevationsshouldnotexceed100mm.
Themake-uppanelsaredesignedtobridgegapsof780mmorless.Itisgoodpracticetoensurethatgapstobecoveredappearinthecentreoftheinstallation.Itisforthisreasonthattheinstallationisstartedattheexteriorwalls,workinginwards.Indealingwithirregularshapeseveryeffortshouldbemadetouseregularshapedpanelsfullysupportedbycross-bracesandlegsbeforeuseofmake-uppanels.
Shouldthesizeorconfigurationofthesitenecessitateloadingontomake-uppanels,makesurethatthepalletorloadislevelbystrappinginadditionalmake-uppanelstocreatealevelsurface.
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Figure4.6
Figure4.6.1
Figure4.6.2 Figure4.6.3
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Figure4.9
4.0 INSTALLATION (CONTINUED)
4.7
Stand two legs upright as shown in Figure 4.6.1. Align and insert each fin protrusion into each leg as shown in Figures 4.6.2 & 4.6.3. Note that upright legs should never be left unsupported at any time. Legs are available in the following sizes: 0.5m, 1.0m, 1.5m, 1.8m and 2.0m.
Build up the remaining platforms across the rear wall (Figure 4.9) adjusting the overall level and height using leg baseplates.
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Figure4.7.1
Figure 4.7.2
Figure 4.8.1 Figure 4.8.2
4.6
Figure 4.8.1a Figure 4.8.2b
If using the base plate foot extension, select the leg of the right size for the finished platform height, then slide the leg over foot ensuring that the upper bush is in place and that the leg locates securely over the lower bush (Fig 4.8.1a).
Do not use a combination of base plate foot extensions and leg extensions.
Line up with the hole at the selected height and secure with a clip and pin.(Fig 4.8.2 b).
4.9
Adjust the Leg Baseplates (Figure 4.8.1 & 4.8.2) to achieve a uniform platform height.
4.8
4.8a
4.8b
Warning! Only use the height indicated fixing holes as the other holes must remain free for the leg braces
Build up the remaining legs for this platform as shown in Figure 4.7.1 and insert four Leg Braces as shown in Figure 4.7.2. For this application, as illustrated in Figure 1.1, Sayfa Systems UK recommend four as a minimum for each corner platform in the site plot.
4.0 INSTALLATION (CONTINUED)
4.10 PlaceDeckPanelsontheframework,ensuringthattheyarecorrectlypositionedandsecure(Figures4.10.1&4.10.2).ProvidedthatthepanelwillsecurelyinterlockasillustratedinFigures4.10.1&4.10.2,andthattherearenodistortionsintheframethatmaypreventasafefit,thepanelmayequallybeinstalledwithintheframeworkrotatedthrough90o.
4.10 PlaceDeckPanelsontheremainingplatformsasshowninFigure4.10.
4.11 Usingasimilarprocess,installplatformsalongthelengthoftheplotasillustratedinFigure4.11.
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Figure4.10
Figure4.11
Figure4.10.1 Figure4.10.2
10Figure4.14
Figure4.13
Figure4.12
4.0 INSTALLATION (CONTINUED)
4.12 Usemake-uppanelstobridgegapsofupto780mmbetweenplatformsandsecureinplaceusingRhinoSecureTies,ensuringthatthemake-uppanelsaresecuredatthefourcorners,onetieateachcorner.Themake-uppanelsaredesignedtobeusedtobridgegapsbetweentwoormoreplatformsystemsfornon-uniformplots.(SeeFigure4.12).
4.13 Proceedtoinstalltheremainingplatformsandmake-uppanelstocreatethefullworkingplatformfortheplotasillustratedinFigure4.13.
4.14 InstallhandrailsupportpostsifrequiredasshowninFigure4.14.
4.15 Wheninstallinghandrailsupportsandhandrailorguardrailsdonotworkonornearanyunprotectededges.AlternativemeansoffallprotectionsuchasAirdeckcanbeused.Formoreinformationpleasevisitwww.actavo.com.
4.17 TheLoadDeckisnowsuitableforusebybricklayersandworkmenattheinstalledheight,uptobutnotexceedingthespecifiedloadcapacity,asshowninFigure4.17.
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Figure4.16
Figure4.17
4.0 INSTALLATION (CONTINUED)
4.16 InstallGuardRailsandTimberGuardsasillustratedinFigure4.16.
5.0 RAISING THE LOAD DECK 5.1 Toraisetheloaddeckremoveany
handrailsandfromthebase,insertconnectionspigotsintoallfourcornersofonecompletedecksection(Figure5.1).
5.2 Next,inserttherequiredextensionlegintothetopsofthespigotsandensurethattheyareseatedsecurely(Figure5.2).
5.3 Insertthe4crossbracestotheextensionsandpushsecurelyintoplace(Figure5.3).
5.4 Finally,liftthedeckpanelsoneatatime,eitheraroundorthroughtheextensionandsecureintoplaceatthehigherlevel(Figure5.4).
5.5 Ifrequired,thisprocesscanberepeatedacrossthefullstructureuntiltheentireplatformsitsatthenewrequiredlevel.
Thismethodnegatestheneedtodismantleandreassembletheplatformforuseatagreaterheight(Figure5.5).
5.6 Oncetheentireplatformisraised,bricklayersandworkmencanoperatesafelyandwithouttheriskoffalling,therebyincreasingbuildproductivity(Figure5.6).
5.7 ThismethodofconstructionalsoallowsforSupportsandExtensionstobeaddedonan“asneeded”basis.Thisallowssectionsoftheplatformtoremainattheinitialheight,whilstothersectionsareraised(Figure5.7-oppositepage).
5.8 WhenraisingtheplatformneverworknearanyexposededgesoftheplatformwithoutusinganalternativeformoffallprotectionsuchasAirDeck.Formoreinformationpleasevisitwww.actavo.com
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Figure5.6
Figure5.5
Figure5.2Figure5.1
Figure5.4Figure5.3
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Figure5.7
6.6 Allcomponentsshouldbeinspectedfordamagewhilstbeingdismantled.AnydamagedcomponentsshouldbestoredseparatelyforrepairorreplacementbyActavo(UK)Ltd.
6.7 Anycomponentswithexcessivedirtormortarbuildupshouldbecleanedandcheckedfordamage.
6.8 Componentsshouldbepacked,storedandtransportedinstillagesavailablefromActavo(UK)Ltd.
6.0 DISMANTLING SAFETY PLATFORM
6.1 Cleartheentireplatformofallbuildingmaterials,toolsanddebris.
6.2 Removetimberhandrails,guardrailgates&handrailsupportposts.
6.3 Workingfromthebase,removemake-uppanels&deckpanels.
6.4 Disconnectandremovealllegbraces.
6.5 Carefullyremovecrossbraces,oneatatime,andlayunsupportedlegsontheground.Uprightlegsshouldneverbeleftunsupportedatanytime.
SAFE WORKING LOADOF PLATFORM SYSTEM – INCLUDING MEN, TOOLS,AND MATERIALS
600Kg/m2atamaximumheightof3.0m
300Kg/m2atamaximumheightof3.5m
150Kg/m2atamaximumheightof4.0m
Refer to Actavo (UK) Ltd for heights over 4.0m.
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METHOD STATEMENT FOR
LINEAR WORK PLATFORM SET UP
8.3 Additionalsecuritycanbeprovidedbyinsertinglegbracesinbothaxesinaccordancewithparagraph4.6
9.0 SAFETY CHECKS9.1 Allcomponentstobeusedshall
bethoroughlyinspectedbytheplatforminstallerbeforeuseasfollows:-
a)Removebuild-upofmortar,mudandotherdebrisfromcomponents;
b)Visuallyexaminecomponentsforanysignofstructuraldamageorfatigue.
9.2 Whentheinstallationiscomplete,itshouldbesignedoffbyanauthorisedmanager.Thesystemshouldalsobevisuallyinspectedatthebeginningofeachworksessiontoensurethatnoneofthecomponentshaveeitherbeenremovedordamaged.
9.3 Anydamagedcomponentsorcomponentswithexcessivemortarbuildupmustbesegregatedandremovedfromservice.
7.0 PLACE AND PURPOSE OF USE
7.1 TheRhinoLoadDeckSystemisdesignedforuseinsideabuildingduringconstruction.Thesystemcanbeinstalledtoprovideasafeaccessplatformforsiteoperativesandthereforereducetheriskoffallpotential.
8.0 SYSTEM LOADING
8.1 TheRhinoLoadDeckLinearWorkPlatformisdesignedtocarryaUniformlyDistributedload(UDL)of600Kg/m2forplatformheightsfrom0.5-2.0m.LoadWeightsmaynotexceedthismaximumwithoutthewrittenapprovalofActavo(UK)Ltd.Anyplatformheightsconstructedover2.0mmustbecheckedwithActavo(UK)Ltdfordesignsuitability.
8.2 Allloadsplacedonthesystemwillbetransferreddirectlytothebasebelowanditisthereforeessentialthatthebaseiscapableofsustainingthecombinedtotalweightofthesystemtogetherwithanyaddedload.
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Figure10.1
Figure10.2
Figure10.3
10.0 INSTALLATION
10.1 SafetyplatforminstallationworkshallonlybecarriedoutbytrainedpersonnelwhoarethoroughlyconversantwiththerequirementsofthisMethodStatement.
InstallersshouldalsoadheretoallcurrentHealthandSafetyRules,suchasthewearingofprotectiveclothing,i.ehardhat,highvisibilityVest/Jacket,metaltoecappedbootsandhandprotectivegloves.
Ensurethatthebaseprovidesalevelsurface.
Thoroughlyclearthebasespaceofallrubbish&debris.
Standoneleguprightasshown.Pleasenotethatuprightlegsmustneverbeleftunsupportedatanytime.
Fitthecrossbraceinthefirstlegcleat.Thesebracesmuststayinpositionatalltimes,regardlessoftheplatformheight.
10.2 Alignandinsertacrossbraceintothelegatlowestpositionandjoinupfurtherlegsasshown.
Continuetoerectthisfirstliftatlowestpositionusingthefirstlegcleat.Buildthelinearmetreruntotherequiredlength.
10.3 Iftheplatformheightistobe0.5mplacethedeckpanelsinposition.Alwaysinclude1x640mmcrossbraceperlinearrun.Thiswillbeusedastheladderaccesspoint.
1280mm640mm
Figure10.4
Figure10.5
Figure10.6
10.0 INSTALLATION (CONTINUED)
10.4 Installtoe-boardsifrequired.Thetoe-boardmustrunontheinsideofthelegandbesecuredbyaretainingclipwhichfitsaroundtheleg.
10.5 Installhandrailasrequired.Handrailmustbeatmaximumof1.0mabovethedeckpanelwithanintermediatehandrailat0.5mcentres.
10.6 Installtheaccessgateonthe640mmbay.Thegatemustalwaysopeninsideandcloseagainstalegcleat.
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0.5m
0.5m
Figure10.7
Figure10.8
Figure10.9
10.0 INSTALLATION (CONTINUED)
10.7 Attachtheladderbracketonthelegcleat0.5mabovetheworkplatformdeck.
10.8 Attachladdertoladderbracket.FastentheladderwithSayfaties.Theladdermustextendatleast1.2mabovetheworkplatformdeck.
10.9 Completedsystemat0.5mplatformheight.
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Figure11.1
Figure11.2
11.0 RAISING THE LINEAR WORK PLATFORM
11.1 Locatehandrailpostsandinsertinthetopofthelegs.
11.2 Insertcrossbracesatnextplatformliftheightandattherequiredhandrailheight.Crossbracesmuststayinthe0.5mlegcleatandatnomorethan1.0mcentresthereafter.
11.3 Removedeckpanels.Alwayskeepthefirstcrossbracesatthe500mmlevelinposition,regardlessofplatformheight,forstability.Installdeckpanelsatrequiredliftheight.Neverinstalldeckpanelswhilestandingonthedeckwithanexposededge.Alwaysfitdeckfrombeloworbeharnessedtoasuitableanchorpoint.
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Figure11.3
Max1.0m
SAFE WORKING LOAD OF TRESTLE PLATFORM SYSTEM – INCLUDING MEN, TOOLS, AND MATERIALS
600Kg/m2atamaximumheightof2.0m
Refer to Actavo (UK) Ltd for heights over 2.0m.
Figure11.4
11.0 RAISING THE LINEAR WORK PLATFORM (CONTINUED)
11.4 Adjustheightofladderbracket,ladderandgatetosuit.Installtoe-boardsandcompletethesystem.
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12.5 Allcomponentsshouldbeinspectedfordamagewhilstbeingdismantled.AnydamagedcomponentsshouldbestoredseparatelyforrepairorreplacementbySayfaSystems.
12.6 Anycomponentswithexcessivedirtormortarbuildupshouldbecleanedandcheckedfordamage.
12.7 Componentsshouldbepacked,storedandtransportedinstillagesavailablefromActavo(UK)Ltd.
13.0 ACCIDENT NOTIFICATION
12.1 Forthepurposesofproductimprovementanddevelomentpleasereportanyincidentsimmediately,toActavo(UK)Ltd.
12.0 DISMANTLING LINEAR WORK PLATFORM
12.1 Cleartheentireplatformofallbuildingmaterials,toolsanddebris.
12.2 Removetimberhandrails,guardrailgates&handrailsupportposts.
12.3 Workingfromthebase,removemake-uppanels&deckpanels.
12.4 Carefullyremovecrossbraces,oneatatime,andlayunsupportedlegsontheground.Uprightlegsshouldneverbeleftunsupportedatanytime.
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321
A HIGH-LOAD DECK
WORK PLATFORM SYSTEMFOR SAFER, FASTER BUILD
RECORD OF INSPECTIONCHECK LIST
Project:
Location:
Name Position Company Date
Firstcheck
Secondcheck
Thirdcheck
This document is to be signed off by the Site manager and kept as a matter of record
22
First Second Third
Yes No N/A Yes No N/A Yes No N/A
STRAPS:
1.Checkstrapsarenotfrayedorpartcutthroughandthatthebuckleisstillintactandoperating
DECK PANEL
1.CheckthatnoDeckPanelissuffering
frompermanentdeflection
2.Checkthatallweldsareintact
3.Checkthatnodeckwiresarebrokenor
projecting
4.Checkthatnoend-hooksaretwistedor
distorted
OTHER COMPONENTS
Checkthatnoothercomponentsare
evidencingdistortionorbuckling
Checkthatnocomponentissuffering
fromexcessivemortarbuild-up
ANY ITEMS SHOWING ANY OF THE ABOVE FAULTS SHOULD EITHER BE SET ASIDE FOR REPAIR OR DISCARDED
SAFETY CHECKLIST
– PRIOR TO INSTALLATION
1.Istheaccessroutetotheconstruction
locationclear
andsafe?
Yes No N/A Yes No N/A Yes No N/A
2.Istheroomclearofdebris?
3.Checkthatallcomponentsaresafefor
use–refertocomponentchecklist
4.MakesureyouhavethecorrectPPE
COMPONENT CHECK PRIOR TO USE AND AT END OF JOB
323
SAFETY CHECKLIST – POST INSTALLATION AND PRIOR TO USE
First Second Third
Yes No N/A Yes No N/A Yes No N/A
1.Arethereanyexposededges?
2.Ifsoishandrailinplace?
3.Arekickboardsinplaceifrequired?
3.1Istheresuitableaccessto
theplatform?
If no, add:
3.1.1.Ladderbracket–secureladder
withSayfaties
3.1.2.Access/Guardrailgate
3.1.2.AreDeckpanelsseatedsecurely
andflatonthecrossbraces?
4.Arethecorrectnumberoflegbracesin
placeandsecurelylocated?
5.Checksystemforrigidityandassess
theneedforadditionallegbraces
6.Checksystemhasbaseplatesinplace
andthelocationpinsareinthecorrect
positiontoensurealeveldeck
7.Checkthatanygapsofmorethan
150mmarecoveredusingyellowhigh
vismake-uppanelsandthattheyare
securedusingatleast4Sayfa
straps/panel
8.Onlinearsystemsensurethattheextra
crossbracesareinplace
24
1.CheckthatallDeckand
make-uppanelsarestill
inplace
2.CheckthatnoDeckpanels
havebeenpermanently
deflectedduetooverloading.
Replaceasnecessary
3.Checkthatallmake-up
panelsareundamagedand
thatanySayfastrapsusedare
notfrayed,cutordamaged.
Replaceasnecessary
4.Checkthatanyaccesssystem
isstillinplaceandsecure
5.Checkthatallhandrailsand
kickboardsarestill
inplaceandsecure
6.Checkthatalllegsremain
undamagedandvertical
Wee
k co
mm
enci
ng
✓ =Correct,ornowOK
✗=NotOK
INTERVAL INSPECTIONSTo be checked daily and inspected and recorded weekly
325
Actavo (UK) LtdUnit C, Cedar Court Office Park, Denby Dale Road,Calder Grove,Wakefield,WF4 3QZUnited Kingdom
T: 0800 133 7494email: [email protected]
Designed and produced by P
arallel Creative Tel: 024 7660 3030 w
ww
.parallel-creative.co.ukRef: 502-12/16
