REV-5

MILE END SOUTH SA55 Scotland Road

P: 08 8352 0911 F: 08 8352 0922

LONSDALE SA14 Bredbo Street

P: 08 8186 0545 F: 08 8186 1341

OSBORNE PARK WA55b Hector Street

P: 08 9217 9011 F: 08 9204 55641

REV-5REVSPEC

RR12.1

Note: On a roof pitch less than 3 degrees, we recommend that the pans be turned down in to the gutter and turned up at the ridge line in accordance with Australian Standards SAA HB39 - 1997 Installation Codeformetalroofingandwallcladding.Itis recommended that sheet lengths greater than 24m willrequireanexpansionjoint.

REV-5 Masses

MeasurementZincalume 0.35 BMT

Colorbond 0.35 BMT

Zincalume 0.42 BMT

Colorbond 0.42 BMT

Zincalume 0.48 BMT

Colorbond 0.48 BMT

kg/lm 2.74 2.79 3.26 3.32 3.7 3.76

kg/m23.60 3.67 4.28 4.35 4.86 4.93

m2/t 278 272 234 230 206 203

TheREV-5hasbeentestedtothefollowingstandards:

• AS1562.1-1992Designandinstallationofsheetroofandwallcladding.

• AS4040-1992Methodsoftestingsheetroofand wallingcladding-Part0:Introduction,listofmethodsandgeneralrequirements-Part2:Methodsoftestingsheet roof and wall cladding - Resistance to wind pressuresfornon-cycloneregions.

• TheREV-5ismanufacturedtoAS1397andAS2728standards.

• TheREV-5requiresinstallationtofollowtheAS1445andAS1565standardsfollowingtheHB39code.

• NCC-BCALo-HiCyclonicTests.

TOLERANCE & MASSES

MINIMUM ROOF PITCH 2 DEGREES

MATERIAL SPECIFICATIONS

RevolutionRoofingonlyuse100%BlueScopeSteelproducts.

ZINCALUME® steel aluminium/zinc alloy-coated steel complyingwithAS1397-2001G550,AZ150(550MPaminimumyieldstress,150g/m2 minimum coating mass); or StainlessSteelstandardgradedesignationisAISI/ASTMType430;UNSNo.S43000.

COLORBOND®steelmetalthicknessis0.35,0.42or0.48mm.G550,AZ150(550MPaminimumyieldstress,150g/m2minimumcoatingmass).COLORBOND® Ultra base metalthicknessis0.42or0.48mm.G550,AZ200(550MPaminimumyieldstress,200g/m2 minimumcoatingmass).

COLORBOND® steel.60BlueOrbG300,AZ150(300Mpaminimumyieldstress,150g/m2minimumcoatingmass).COLORBOND®Metallicsteelbasemetalthicknessis0.48mm.G550,AZ150(550Mpaminimumyieldstress,150g/m2minimumyieldstress,150g/m2minimumcoatingmass).TheCOLORBOND® prepainted steel complies with AS/NZS2728:1997.

TolerancesLength: +7mm/ -7mm Width: +4mm/ -4mm

ForREV-5aminimumroofpitchof2degreesisrecommended.

ThedistinctlinesallowtheprofiletocreateacontemporaryfinishallowingtheREV-5tobetheperfectsolutionfordomesticandcommercialapplications.REV-5canbeusedasbotharoofingandwallingproduct.REV-5provideseconomywithits762mmcoverageaswellasversatilityinallapplications.

The subtle square shaped rib of 27mm ensures greater strength, spanning capability, lightness and rigidity enabling the optimisation of the roof design for a cost effectiveoutcome.Withitseaseofinstallationroofershaveusedthisreliableandstrongprofileforover40years.

FEATURES & BENEFITS

• 762mmcoverage.• Improvedlapping&capillaryaction.• Choiceofpans&stiffenersinvaryingprofiles.• Suitableforbothroofing&claddingapplications.

MILE END SOUTH SA55 Scotland Road

P: 08 8352 0911 F: 08 8352 0922

LONSDALE SA14 Bredbo Street

P: 08 8186 0545 F: 08 8186 1341

OSBORNE PARK WA55b Hector Street

P: 08 9217 9011 F: 08 9204 55642

REV-5REV-5REVSPEC

SERVICEABILITY AND STRENGTH

Cyclonic 0.42 BMT & 0.48 BMTLo Hi Lo - CYCLONIC Wind Uplift Resistance -

StrengthLimitStateDesigntoBCA

Span

(mm)

0.42 BMT 0.48 BMT

End Span (kpa)

Internal Span (kpa)

End Span (kpa)

Internal Span (kpa)

900 7.02 - 7.60 -

1200 4.43 6.55 5.03 7.14

1500 2.97 4.39 3.42 4.98

1800 2.07 3.16 2.50 3.63

2100 1.50 2.44 2.01 2.82

2400 - 1.82 - 2.29

Revolution Roofing REV-5RecommendedMaximumSupportSpacings(mm)SPANTABLE

Wall Span 0.35 BMT 0.42 BMT 0.48 BMT

Single Span 1700 2300 2700

End Span 2200 1800 1500

Internal Span 2400 2350 2000

Stiffened Eaves Overhang 300 300 350

Non-Cyclonic 0.42 BMTNON-CYCLONIC Wind Uplift Resistance - ServiceandStrengthLimitStateDesign

Span

(mm) End Span (Trend)

Span

(mm) Internal Span (Trend)

Serviceability (kPa)

Strength (kPa)

Serviceability (kPa)

Strength (kPa)

900 3.27 6.07 1200 3.13 5.91

1200 2.43 4.94 1500 2.43 4.93

1500 1.77 4.06 1800 1.85 4.13

1800 1.24 3.35 2100 1.37 3.46

Non-Cyclonic 0.48 BMTNON-CYCLONIC Wind Uplift Resistance - ServiceandStrengthLimitStateDesign

Span

(mm)

End Span (Trend)

Span

(mm)

Internal Span (Trend)

Serviceability (kPa)

Strength (kPa)

Serviceability (kPa)

Strength (kPa)

900 3.49 7.18 1200 3.39 7.10

1200 2.25 6.05 1500 2.34 6.14

1500 1.29 5.17 1800 1.48 5.36

1800 0.50 4.45 2100 0.76 4.69

Note:

1. Forroofingthedataisbasedonfoottrafficloading.2. Forwallingthedataisbasedonwindpressure.3. Theabovedatatableisbasedonsupportsof1.5mmBMT.4. 0.35BMTisrecommendedforwallingapplicationsonly.

Revolution Roofing REV-5RecommendedMaximumSupportSpacings(mm)SPANTABLE

Roof Span 0.42 BMT 0.48 BMT

Single Span 1000 1700

End Span 1600 2000

Internal Span 2000 2750

Unstiffened Eaves Overhang 200 250

Stiffened Eaves Overhang 350 350

SPAN TABLE NON-CYCLONIC

Design Parameters

STANDARD INTERPRETATION OF SPANS

Internal End

KL 1.0 KL 2.0

∑C=-0.85 ∑C=-1.50

Pu = 1.03kPa 1.82kPa

Ps = 0.70kPa 1.23kPa

Internal Span

End Span

End Span

O

O

Internal Span

End Span

End Span

O

O

O = Overhang

Single Span

End Bay

Internal Bay

Region A:Terrain Category 2Height=10mKL =2.0Vz=45m/secq*u =1.215kPaqs =0.821kPaCp.e=-0.65Cp.i=0.20

Note:

Table limits for walls based on pressuresstatedinabovetable.

Theabovecyclonicdataisbasedonsupportsof1.5mmBMTG450steelsectionsandthefollowingfixings:Screws = 14g-10tpix50mmhexheadWashers= BXSQUARELOK38hexhead1mmthick washers.

Theabovecyclonicdataisbasedonsupportsof1.5mmBMTG450steelsectionsandthefollowingfixings:Screws = M6.2-13tpix50mmhexheadwithseal

REV-5

MILE END SOUTH SA55 Scotland Road

P: 08 8352 0911 F: 08 8352 0922

LONSDALE SA14 Bredbo Street

P: 08 8186 0545 F: 08 8186 1341

OSBORNE PARK WA55b Hector Street

P: 08 9217 9011 F: 08 9204 5564

FASTENER SPACING NON-CYCLONIC

3

REV-5REVSPEC

Maximum Support Spacings

ThemaximumrecommendedsupportspacingsarebasedontestinginaccordancewithAS1562.1-1992,AS4040.1-1992andAS4040.2-1992.Therecommendedroofspanstakeintoconsiderationbothresistancetowindpressureandlightrooftraffic(trafficarisingfrommaintenance).Thewallspanstakeintoconsiderationtheresistancetowindpressureonly.

4 fasteners per sheet - end supports and end laps

Crest Fastener Location

FASTENER SPACING CYCLONIC

4 fasteners per sheet - end supports and end laps

Pan Fastener Location

Note: Mostcommonpracticeis:4fastenersforinternalspansand4fastenersforsingleandendspans,equatingto5-6 screwpersquaremetre.

4 fasteners per sheet - end supports and end laps

Crest Fastener Location

4 fasteners per sheet - end supports and end laps

Note: Mostcommonpracticeis:4fastenersforinternalspansand5fastenersforsingleandendspans.

Pan Fastener Location

Note: Afterexposureofcladdingtoanextremewindevent,itisrecommendedthatinspectionbeperformedtoconfirm claddingintegrity.

*Theabovedatadisplayedisbasedontrenddata,whichisatruerepresentationoftheaverageproductcapability.

OPTIONAL V-SHAPED ALTERNATE PAN DETAIL

RevolutionRoofingalsoofferanoptionalalternatepandetailfortheREV-5profile.ForfurtherinformationregardingthisadditionaloptionpleasedonothesitatetocontactyournearestRevolutionRoofingoffice.

MILE END SOUTH SA55 Scotland Road

P: 08 8352 0911 F: 08 8352 0922

LONSDALE SA14 Bredbo Street

P: 08 8186 0545 F: 08 8186 1341

OSBORNE PARK WA55b Hector Street

P: 08 9217 9011 F: 08 9204 55644

REV-5REV-5REVSPEC

REV-5 Cyclonic Pierce Fixing

Type Fixing to Steel Fixing To Timber

Cres

t Fixe

d M6.2-13x50mmHexHeadHG/Sea+Squarelokwashers5-691-01-010-2C4,

1mm thick, class 4

M6.2-13x50mmHexHeadHG/Seal+Squarelokwashers5-691-01-010-2C4,

1mm thick, class 4

Pan

Fixe

d 10-16x16mmMetalTekshexagon head with seal +

Squarelokwashers5-691-01-010-2C4,1mmthick,class4

M6-11x25mmRoofzipshexagon head with seal +

Squarelokwashers5-691-01-010-2C4,1mmthick,class4

Side

Lap

&

Acce

ssor

ies Self drilling needle point stitching screws with hex, slot-head EPDMseal:8-15x15alternativelyselfdrillingscrewswithhex,

washer-head&EPDMseal:10-16x16orsealedblindrivets:4.8mmdiameteraluminium.

Side Laps

RevolutionRoofingrecommendusingsidelapfastenersatmidspanswhenusingtheREV-5atitsmaximumlength.Thisensuresthesheetlapsareheldfirmlyinplaceandhelpreducethe possibility of future leaks that arise from expansion and contraction.TheedgeoftheREV-5withitsimprovedcapillaryactionshouldalwaysbeusedastheunderlap.Whencladdingis supported, side lap fasteners are generally not needed for extrastrength.

Turning of Sheeting Ends

It is common practice to overlap sheets into box gutters by 150mmwhenroofpitchislessthan10º.Thepansofthesheets should be turned down at lower ends and turned up at upperends.WhenREV-5islaidonapitchlessthan5degrees, cut back the corner of the undersheet at the downhillendofthesheettoblockcapillaryaction.

Lengths

Sheetsaresuppliedcustomcuttolonglengths.

INSTALLATION & SCREWS NON-CYCLONIC

Fixing to Timber

REV-5canbecrestorpanfixedtotimberorsteelsupportswiththerecommendedfastenersnolessthan30mmfromsheetends.

Fixing to Steel

CREST OR PAN FIXING

REV-5 Non-Cyclonic Pierce Fixing

TypeFixing to Steel(Up to 1.9mm)

Fixing To Steel(2.0mm - 3.5mm)

Fixing To Timber

Cres

t Fi

xed M6.2-13x50mmHex

HeadHiGripw/-SealSelfDrilling12-14x45mmHexHeadHiGripw/-Seal

M6.2-13x65mmor65mmT17Timber

Pan

Fixe

d M6.2-13x25mmor10-16x16mmMetalTeks Hexagon Head

with Seal-

M6.2-13x25mmor10-12x

25mmT17

Side

Lap

&

Acce

ssor

ies

Selfdrillingneedlepointstitchingscrewswithhex,slot-headEPDMseal:8-15x15alternativelyselfdrillingscrewswithhex,washer-head&EPDMseal:10-

16x16orsealedblindrivets:4.8mmdiameteraluminium.

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