Lys A GHT Roofing Walling Aug 07
Lys A GHT Roofing Walling Aug 07
Using Lysaght®
Roofi ng & Walling
2007 2nd Edition
www.lysaght.com
Using
LYSAGHT®
roofing
and walling
Introduction 1
References 62
Index 63
1 Introduction
Introduction
s WWWLYSAGHTCOM
Cyclonic conditions
)N GENERAL THIS BOOK REFERS TO NON CYCLONIC CONDITIONS $ESIGN
information for cyclonic areas is in our Cyclonic Area Design
Manual.
Warranties
For well over 100 years we have consistently manufactured
the highest quality building products. The LYSAGHT® brand is
synonymous with Australian building.
PART A: DESIGN
2
Design preliminaries
2.1 Product selection 2.2 Materials and finishes
When you design steel cladding into your building you have Our most widely used cladding profiles are listed in Tables
a wide range of profiles from which to choose. Whilst roofing 2.3.1 and 2.3.2. They are available in COLORBOND® prepainted
and walling obviously have to keep out the weather, they also steel complying with AS/NZS-2728:1997, or in unpainted
have significant effects on the looks, cost and durability of a ZINCALUME® aluminium/zinc alloy-coated steel complying with
building. AS-1397—2001.
)F YOU ARE UNSURE ABOUT ANY PRODUCT FEATURE ASK US ON OUR COLORBOND® steel has either a ZINCALUME® or stainless steel
information line or get advice from the relevant specialist. base metal, with a range of organic coatings to cope with
exposure to a range of environments.
Other factors that affect selection are treated in Chapters
2 to 6. s COLORBOND® is prepainted steel for exterior roofing and
WALLING )T IS THE MOST WIDELY USED
s THE SHAPE IS THE ROOF TO BE @FLAT OR PITCHED Check with your local BlueScope Lysaght office for availability
or curved? of profiles, colours, accessories; and for suitability of the
product.
s THE SUPPORTING STRUCTURE AND SUPPORT SPACING
Tables 2.3.1 and 2.3.2 list general information for profile
s THE WIND FORCES THAT THE ROOF MUST SUSTAIN selection. Refer to our publications on specific products
for detailed specifications. There are also publications on
s THE PITCH WHICH AFFECTS THE LOOKS THE PROFILES ABILITY TO
ZINCALUME® steel and COLORBOND® prepainted steel from our
efficiently carry rain to the gutters, and fixing details;
information line (Page 1).
s THERMAL EXPANSION OF LONG SHEETS #HAPTER
This chapter gives tables of recommended support spacings, s 3TAINLESS STEEL COMPLYING WITH !)3)!34- 4YPE 5.3
and the maximum roof length for pitch and rainfall intensity for No. S43000.
steel roofing products.
2 Design preliminaries
The spacings in the tables for roofs are recommended to of the building as the result of settlement, timber warping or
produce adequate performance of roof claddings under foot shrinking, or extra loadings (like air conditioners).
traffic loading (incidental for maintenance). For walls, the
following conditions apply: Wherever possible, you should design for a minimum slope of
1 in 30 (2°). Minimum recommended slopes are listed in Table
s BUILDINGS UP TO M HIGH IN 2EGION " 4ERRAIN #ATEGORY 2.3.1 at the end of this chapter).
3 conditions (Vs = 38 m/s and Vu=60 m/s);
s #p, e = -0.65 (for walls), Cp, i = 0.2 and Kl up to 2.0, in 2.6 Wind forces on roofs
accordance with AS 1170.2—1989 SAA Loading Code:
Winds create considerable forces on both the topside and
Wind loads.
the underside of roof cladding, and you must consider these
)N ALL CASES CLADDING IS FIXED TO A SUPPORT OF MM MINIMUM forces in the design and fixing of any roof. The forces are:
base metal thickness (BMT) and minimum yield stress of G550.
s inward forces tending to collapse the roof cladding
)F YOU WANT TO USE METAL BATTENS THINNER THAN MM SEEK
inwards, caused by wind acting directly on the windward
advice from our information line.
side; and
For support spacings in wind conditions other than those
s outward forces tending to lift the roof cladding from its
shown, refer to our publications on specific products for wind
framing, and the entire roof structure from the rest of the
pressure data or other standards which may apply.
building. Outward forces can be caused both by uplift
from negative wind pressures, outside the building; and by
positive wind pressure inside the building.
2.4 Maximum lengths of roofing
The valleys (or pans) of roofing have to carry water Generally the greatest wind forces imposed on roofs are due
TO THE GUTTERS )F IN HEAVY RAIN THE VALLEYS OVERFILL to the outward forces. Because the dead weight of roofing
water can flow into the roof through the side-laps materials is relatively small, the outward forces must be
and flashings. resisted by the roof fasteners.
Factors affecting drainage capacity and waterproof-ness of )T IS VERY IMPORTANT THAT THE BATTENS AND ROOF FRAMING
the laps of a profile include: are adequately fixed to the rafters and walls, and that
under extreme conditions the wall framing is anchored to
s THE WIDTH AND DEPTH OF THE VALLEYS OR PANS the footings. Special anchoring provisions may apply in
s THE PITCH OF THE ROOFRAIN FLOWS FASTER ON A STEEPER cyclonic areas. Specialist advice should be sought in these
pitch; circumstances.
Metal roofing products must comply with the performance s MATERIALS SUBJECT TO CYCLES OF DRYNESS AND WETNESS
specifications, and be checked by stringent tests, in or which have excessive moisture content (such as
accordance with the standard. Such tests have been carried improperly-seasoned timber)
out on all our claddings and the results have been used in the s WET AND DRY CONCRETE
preparation of the fixing and installation recommendations in s SOILS
this manual. s VEGETABLE MATTER
s ANY MATERIAL WHICH WILL INHIBIT NORMAL EXPOSURE TO THE
atmosphere
2.9 Environmental conditions
Paint and COLORBOND® finishes
Coated steel products can be damaged by some environmental
COLORBOND® finishes can be damaged by some types of
conditions including industrial, agricultural, marine, intensive
paint. There can also be problems of colour matching due to
animal farming, swimming pools or other aggressive
different weathering characteristics.
conditions.
)F ANY OF OUR PRODUCTS ARE TO BE USED IN THESE CONDITIONS Cladding with severely damaged COLORBOND® paint are best
or unusually corrosive environments, seek advice from our replaced rather than patched up. We recommend that you
information line (Page 1). DONT TOUCH UP MINOR SCRATCHES WITH PAINT
The materials include certain metals, treated timbers and 2.11 Transportation
chemicals. Because our roofing and walling is manufactured by
continuous processes, sheet lengths can be supplied up to
s $ONT ALLOW ANY CONTACT OF COATED STEEL PRODUCTS WITH
the limits of transport regulations, which vary from state to
incompatible materials.
state.
s $ONT ALLOW DISCHARGE OF RAINWATER FROM INCOMPATIBLE
KL-700HS is available in extra long lengths via an on-site
materials onto coated steel products (Table-2.10.1).
mobile rollformer. This service is available nationally, subject
s %NSURE THAT SUPPORTING MEMBERS ARE COMPATIBLE WITH to enquiry.
the coated steel products or, alternatively, appropriately
coated.
Table 2.10.1
Acceptability of drainage from one surface onto another
2 Design preliminaries
CUSTOM BLUE ORB lends itself to the
smooth curves of large arched
roofs. This roof has both convex and
concave curves.
Table 2.3.1
Specifications of roofing & walling profiles
Maximum recommended spacing of supports
ROOFS WALLS
Overhang3
Table 2.3.2
Specifications of profiles for walling only
2 Design preliminaries
EASY-CLAD 4P 300
MINI ORB 7
MULTICLAD
MULTILINE 900
PANELRIB 6
TRIMWALL
WALLCLAD
O
ES IS IS ES
Spacing definitions
ES = End span
Single
span
IS = Internal span
O O = Overhang
Table 2.4.1
Maximum roof lengths for drainage measured from ridge to gutter (m)
Penetrations alter the flow of water on a roof. Thus, for design, you need to use
an effective roof length (Figure 2.4.1).
Figure 2.4.1
Example of calculating effective roof
lengths where penetrations alter the
flow of water on a roof.
3
Fasteners
When you select fasteners, you should consider the design life of the
structure, because the fasteners and the cladding material should have
similar life expectancies.
Table 3.1.1
Materials for screws
3 Fasteners
3.2 Materials for nails
Nails should be of galvanised steel. They are only used to fix the clips of
some concealed-fixed cladding to timber supports.
14 – 20 x 45
Screw gauge Thread pitch Overall length of the
(Thread outside (threads per screw measured from
diameter) inch) under the head (mm)
Figure 3.5.1
Typical hexagon-headed screws
Table 3.5.1
Features of recommended screws
Screw type Head Seal Shank protection Drill point
Metal - Hex head, self drilling, Hexagon washer, EPDM Depends on screw length &
Self drilling for metal
self tapping screw with seal or wafer or none u se
Timber - Hex head, self drilling, Hexagon washer, EPDM Depends on screw length &
Self drilling for timber
self tapping screw with seal or wafer or none use
Hex head, self drilling, self tapping Hexagon washer, EPDM
screw with seal and extended drill or wafer or none Self drilling for metal
Figure 3.6.1
)T IS IMPORTANT THAT YOU SET SCREWS CORRECTLY
Pierce-fixed profiles
For number of fasteners, see equation at right (n is the number Number of fasteners per job (for pierced fixing) =
n x (Number of sheets) x (Number of supports)
of fasteners per support, as shown in the diagrams in Table 3.8.1).
Side-laps
Side-lap fasteners are often placed at about 900-mm centres,
see equation at right. Number of side-lap fasteners per sheet =
Support spacing (in mm) x Number of supports
900
3 Fasteners
thickness of the insulation. When the screw is properly tightened
(Section 3.6):
s INTO TIMBER: the screw must penetrate the timber by the same amount
that the recommended screw would do if there were no insulation.
s IN A PRE DRILLED HOLE USE (EX HEAD SELF DRILLING SELF TAPPING SCREWS
with seal, of 12 gauge–14 pitch, with the length as specified in
Table 3.8.1.
Table 3.8.1
Guide to fasteners without insulation
EASYCLAD
Hex head self drilling self tapping Hex head self drilling self tapping Hex head self drilling self tapping
screws with seal screws with seal screws for timber with seal
and hex. washer head and hex. washer head and hex. washer head
10-16x16 10-16x16
KEY
† Fasteners per sheet per support
S = Side-lap
Crest: 4 fasteners†
3 Fasteners
KLIP-LOK 406
Clip Clip
Clip
LONGLINE 305
Do not fix KL406 less than 75mm Clip
from end of sheet,
do not fix Longline 305
sheets less than 75mm from
the end of the sheet.
®
®
Valley: 4 fasteners†
Crest: 3 fasteners†
S
3 Fasteners
Valley: 3 fasteners†
Number of fasteners depends on
SPANDEK wind pressure (see brochure on
this product).
Crest: 4 fasteners† Do not place fasteners less than 25mm
from the end of sheets.
S
Valley: 4 fasteners†
Crest: 4 fasteners†
TRIMDEK S
Valley: 4 fasteners†
KEY
† Fasteners per sheet per support
S = Side-lap
4
Curved, bent & tapered cladding
Spring-curved concave roof With the exception of KLIP-LOK, the ridge capping is eliminated
Sheets curved concavely in a radius
in these roofs, thus avoiding any possibility of leakage along
Pre-curved roofing
the ridge. KLIP-LOK can be used similarly, but the ribs are cut
Sheets curved by machine before at the ridge and a metal cap is fitted over the cut.
installation
The pans of KLIP-LOK, INTEGRITY, LONGLINE 305 and TRIMDEK tend to oilcan
(minor waviness in the pan) when spring curved.
Apart from not looking good, an oilcanned pan may retain water which
could lead to discolouration and/or deterioration of the sheet coating and
ALSO CONTRIBUTES TO THERMALLY INDUCED ROOF NOISE )F SOME OILCANNING IN THE
pans is acceptable, these profiles can be spring-curved up to a maximum
slope of 1 in 30 (2°); with the spacing between the purlins at the ridge
being slightly less than the internal span recommended for the profile
in Table 2.3.1.
Over the supports at the ridge, very slight crease marks may appear in the
PANS OR VALLEYS WHEN SUBJECTED TO FOOT TRAFFIC 4HEY DONT AFFECT STRENGTH
and will usually not be seen from the ground.
Table 4.1.1
Minimum spacing of purlins at ridge for spring curved-ridge roof (mm)
The top face of all purlins must accurately follow and be tangential to the 2
Radius = Width + 4(Rise)
2
radius of the arch. The radius of curvature can be calculated from the 8 x Rise
formula in Figure 4.2.1.
Figure 4.2.1
Calculation of radius
Table 4.2.1
Recommended radii for convex spring curving
At the crest of an arch the roof is flat, which is obviously below the
specified minimum roof pitch. Therefore side laps should be sealed
over the crest of the arch until there is sufficient pitch to give adequate
ius
drainage (see Table 2.3.1). The length of seal is shown in Figure 4.2.2. Rad
Over the supports very slight crease marks may appear in the pans or
VALLEYS WHEN SUBJECTED TO FOOT TRAFFIC 4HEY DONT AFFECT STRENGTH AND WILL
usually not be seen from the ground.
)F END LAPS ARE NECESSARY THEY SHOULD NOT BE LOCATED AT OR NEAR THE
crest of the arch and each sheet length must span at least three purlin
spacings.
Figure 4.2.2
Seal length for side laps on spring-
arched roof
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
18 DESIGN—CURVED, BENT AND TAPERED ROOFING
Profiles with wide pans manufactured from high tensile steel (such as
KLIP-LOK and INTEGRITY 820) are susceptible to local buckling of the pans and
are therefore not recommended for spring-arched roofs. These products
can be made specially from soft steel (G300) to overcome the problem.
Each sheet is first fixed to one side of the roof, and then pulled down to
be fixed to the other side. Alternate sheets are laid from opposite sides of
the roof.
Table 4.3.1
Radii for spring curved concave roofs
Figure 4.3.1
Spring-curved concave roof
The ribs must be cut squarely, with a metal cutting blade in a power saw,
set to the depth of the rib minus 2 mm.
)N SOME STATES PRESSED STEEL CAPS CAN BE OBTAINED TO SUIT KLIP-LOK ribs,
though the range of angles is limited. Caps can be handmade to suit any
angle from flat sheet.
KLIP-LOK is most frequently used for capped bent ribbed roofs, but
LONGLINE 305, TRIMDEK or even SPANDEK can be used. For these two profiles Figure 4.5.1
the rib caps can be made from pieces of rib profile cut from a short length Capped bent ribbed roof
of cladding.
Figure 4.6.1
Tapered LONGLINE 305
5
Insulation & skylights
9OU OFTEN CONSIDER INSULATING A BUILDING TO REDUCE
Usually, when one of these four is treated, there is also a beneficial effect
on the others.
9OU NEED TO COMPARE THE INITIAL COST OF INSTALLING INSULATION WITH THE
savings in costs of heating and cooling. There are also gains for the
environment when you save energy.
The first three factors are outside the scope of this book. Heat is
absorbed into a sheet on one side, and some of that absorbed heat is re-
radiated from the other side (Figure 5.1.1).
Figure 5.1.1
Heat transmitted into a building
Table 5.1.1
Approximate thermal transmission (for comparisons only)
Surfmist
Wilderness
Woodland Grey
Night Sky
Additional heat insulation is often achieved by using bulk insulation Figure 5.1.2
blankets or batts (Figure 5.1.3). Reflective foil laminate is simple, cheap and very
effective
The same principles apply to walls, though the foil is not draped.
5.2 Condensation
When the air in a building in contact with metal cladding is warmer than
the cladding, water vapour (moisture) in the air can condense on the
inside of the cladding.
Water vapour passes fairly freely through most building linings into the
To minimise the risk of condensation on the underside of the 5.4 Insulation materials
laminate, the laminate must be draped between roof supports Typical insulation materials are reflective foil laminates,
so that the cold cladding is not in contact with the laminate insulation blankets or batts made from fibreglass, and boards
(except at the supports). made from polystyrene. Remember that the colour of cladding
also has a marked effect (Section 5.1).
5.6 Skylighting
One of the simplest methods of getting natural light through a
steel roof is the inclusion of translucent sheets which match
the steel profiles.
6
Roof drainage
6.1 Introduction
The design of roof drainage aims to protect people, property and the
building. A thorough design includes:
s /VERFLOW PRECAUTIONS
#HECK THAT THE EFFECTIVE ROOF LENGTHS DONT EXCEED THE CAPACITY OF THE
roofing profile (Section 2.4).
5. Calculate the catchment area of the roof from the plan. Table 6.2.1
To allow for the slope of the roof, increase the plan area by 1% for Design rainfall intensities
every degree of pitch up to 40°. For pitches over 40° refer to
AS 3500.3: 2003.
6. Get the effective cross-sectional area of the gutter you intend to use
from Table 6.2.2.
10. Returning to the graph in Figure 6.2.2, with the area of your eaves
gutter, check that the catchment area for each downpipe, calculated
in Step 9, is equal to or less than the catchment area shown by the
graph.
(12 mm in 3000 mm), though a steeper fall of 1:100 should give the gutter a
longer life.
Figure 6.1.1
Typical gutters
Figure 6.2.2
Cross-sectional area of eaves gutters required for various
roof catchment areas (where gradient of gutter is flatter than
1:500). (Adapted from AS 3500.3:2003)
Table 6.2.2
Gutter areas and downpipes
Figure 6.2.3
Gutter
Locating high points and downpipes
7
General care, safety and
Reciprocating nibblers are also widely used in the roofing 7.9 Sealants
trade, and they produce an excellent cut. Recommended sealants
The resulting small, sharp scraps can rust and damage Neutral-cure silicone sealants have been successfully used
finishes; and they can cause personal injury. Take special care with the range of steel finishes on our roofing and walling;
to collect these scraps. and on flashings, cappings, and gutters made from the same
materials as the cladding.
Making holes
Holes are often made by drilling or cutting by hole saw or Neutral-cure silicone sealants:
jig saw. Mask the area around the hole to protect paint from
damage by swarf. s HAVE GOOD ADHESION TO THE CLEAN SURFACE OF ALL OUR ROOFING
and walling;
s &OR CRITICAL APPLICATIONS INSPECT THE JOB TWO WEEKS AFTER )F IN DOUBT LOOK FOR A MESSAGE ON THE SEALANT PACKAGE
completion, when rain or condensation will have caused like: Suitable for use with galvanised and ZINCALUME® steel
any remaining swarf to rust, and thus highlight affected products.
areas.
Cleaning surfaces
For effective bonding, all surfaces must be clean, dry and free
from contaminants such as old sealant or oil.
7.7 Warn other contractors
Many stains arising from swarf do so, not from the work Mineral turpentine is suitable for cleaning the surfaces but
of roofing-installers, but from other contractors working care must be taken to completely remove all residual solvent
on the job. Similarly, problems can arise from contact with with a clean dry cloth. White spirits is an alternative.
incompatible materials, like copper piping or chemically
treated timber. Acid cleaning of bricks can also be a problem. Sealant must be applied on the same day as the surface is
Architects and builders need to be aware of this, and warn cleaned.
contractors accordingly.
Joint strength
Seams sealed with sealant should be mechanically fixed for
7.8 Strippable coatings strength. Fasteners in joints should generally be no further
To provide temporary protection during production, handling apart than 50 mm.
and transport, some COLORBOND® products are coated with a
plastic. This coating peels off easily when new, but it has a The sealant does not require significant adhesive strength in
RELATIVELY SHORT LIFE ESPECIALLY IN SUNLIGHT )F YOU DONT REMOVE itself, but it must bond positively to all the surfaces it is to seal.
this coating at the time of installation, you may find it very hard To ensure complete sealant cure, the width of sealant in a lap
to remove later on. should not exceed 25 mm when compressed (Figure 7.8.1).
Figure 7.8.1
Typical joints with sealant
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
30 CARE AND HANDLING
8
Installing pierce-fixed
cladding
8 Pierce-fixing
concealed-fixing (Chapter 9). The method of fixing you use is determined
by the cladding profile you are using.
9OU CAN PLACE SCREWS THROUGH THE CRESTS OR IN THE VALLEYS HOWEVER TO
maximise watertightness, always place roof screws through the crests.
For walling, you may fix through either the crest or valley (Figure 8.1).
Figure 8.1
Always drive the screws perpendicular to the cladding, and in the centre Crest and valley fixing
of the corrugation or rib.
The following procedures are described for roofs, but the same general
principles apply to walls.
s THE SUPPORTS FOR YOUR CLADDING ARE TRULY IN THE SAME PLANE
s THE OVERHANGS OF SHEETS FROM THE TOP AND BOTTOM SUPPORTS DONT
exceed those in Table 2.3.1, whilst also overhanging at least
50 mm into gutters.
Make any necessary adjustments before you start laying sheets, because
they will be difficult or impossible to rectify later.
Place bundles of sheets over or near firm supports, not at mid span of
roof members.
At about half way through the job, perform a similar check but take
the measurements from the finishing line to aim for the final sheet to
BE PARALLEL WITH THE END OF THE ROOF )F THE MEASUREMENTS ARE NOT CLOSE
enough, lay subsequent sheets very slightly out of parallel to gradually
correct the error by:
After fixing the first sheet, place the next (and subsequent) sheet with its
side lap snugly over the previous sheet (Figure 8.2.1). Secure the sheet
firmly in place until each end of the sheet has been fixed.
8 Pierce-fixing
s ALIGN THE BOTTOM EDGE ACCURATELY BY A MEASUREMENT FROM THE END
of the sheet to the fascia or purlin at the gutter;
s AT THE TOP OF THE SHEET NESTLE THE SIDE LAP SNUGLY CHECK
alignment, and fix the sheet with a fastener.
Figure 8.2.1
Crest fixing
Crest fixing may also be used for these products when they are used as
walling.
s THEY ARE LESS CONSPICUOUS AND DONT BREAK THE AESTHETIC LINES OF
the steel cladding;
9OU MAY NEED TO USE SIDE LAP FASTENERS WHERE THE CLADDING IS LAID A LITTLE
out of alignment and the weather resistance of a joint is questionable.
Decide on the number of side-lap fasteners by what looks effective in
each individual case.
Figure 8.4.2
Alternative valley fixing with crest fixing at side Where valley fasteners are used, you need side-lap fasteners along each
laps (for walls only) lap at each support. Alternatively a crest fastener may be used at each
side-lap, in place of the side-lap fastener and adjacent valley fastener (as
mentioned above in Section 8.4).
9
Installing concealed-fixed
cladding
s +,)0 ,/+
s +,)0 ,/+
9 Concealed-fixing
s ,/.',).%
s %!39#,!$
Clips
For KLIP-LOK 700 use 700 clips.
For KLIP-LOK 406 use KL65 clips.
The orientation of the clips is important because they are not symmetrical
(Figure-9.1.1).
The fixing holes are pre-punched. On KL65 and KL75 clips you can use
the dimples to locate other fasteners where a fastener breaks or a timber
support splits.
Figure 9.1.1
KLIP-LOK clips
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
36 INSTALLATION—CONCEALED-FIXING
Preparation
As described in General installation procedure (Section 8.1):
Starting method 2. The first tower on the first clip locates in the first rib of
the first sheet (Figure 9.1.2). The clip fixes the edge of the first sheet, but
you must fix two clips at the start, and thus reach out further for the first
and all subsequent sheets.
Using a string line (or the first sheet as a straight edge) to align the clips
as you fix a clip to each purlin working towards the high end of the roof.
Figure 9.1.2
Fix the first row of clips
3. KLIP-LOK 406:)F A SPUR ON THE EDGE OF A KLIP-LOK 406 sheet fouls a clip,
flatten the spur with a rubber mallet to allow the clip to sit down over
the rib (Figure 9.1.4).
!,, +,)0 ,/+ 02/&),%3 Fully engage the sheet with the clips, using
vertical foot pressure on all the ribs over each clip.
9 Concealed-fixing
Figure 9.1.3
Placing the first sheet
KLIP-LOK 406 & 700: Engage the clips over the rib of the installed sheet
&IGURE )F A SPUR ON THE EDGE OF THE SHEET FOULS A CLIP FLATTEN
the spur with a rubber mallet to allow the clip to sit down over the rib
(Figure 9.1.4).
KL65
2. As before, place the next sheet over its clips also engaging the edge
of the preceding sheet.
Figure 9.1.5
Clip engaged over rib of installed sheet
3. Accurately position the sheet so that it overhangs the desired amount
INTO THE GUTTER )T IS IMPORTANT THAT YOU KEEP THE GUTTER END OF ALL
sheets in a straight line.
5. Similarly, engage all the clips by applying vertical foot pressure to the
top of the other ribs over each clip.
KLIP-LOK 406
Figure 9.1.7
Engaging edges of sheets
the measurements from the finishing line to aim for the final sheet to
BE PARALLEL WITH THE END OF THE ROOF )F THE MEASUREMENTS ARE NOT CLOSE
Early checks = Later checks =
enough, lay subsequent sheets very slightly out of parallel to gradually
correct the error. To allow this to happen, flatten the tabs on the base of
Figure 9.1.8 subsequent clips—the slot in the clip will allow the clips to be fixed out of
Check alignment occasionally
standard pitch.
KLIP-LOK 406 & 700 )F THE FINAL SPACE IS MORE THAN HALF THE WIDTH OF A SHEET
you can cut a sheet along its length leaving the centre rib complete
(Figure 9.1.9). Place the cut sheet onto a row of clips, as for a full sheet.
)F THE FINAL SPACE IS LESS THAN HALF THE WIDTH OF A SHEET FIX THE EDGE OF THE KL65
sheet at each purlin, with a clip that has been cut in half (Figure 9.1.10).
Cover the gap with the capping or flashing.
Figure 9.1.9
KLIP-LOK 406
Placing last sheet where half a sheet will fit
9 Concealed-fixing
9.2 Installing KLIP-LOK walls
KL65
The installation procedure for walls is similar to that described for roofs
(Section 9.1). To engage clips, use a rubber mallet (instead of foot Sheet cut longitudinally
pressure). leaving full centre rib intact
To prevent KLIP-LOK from sliding downward in the fixing clips, you should Figure 9.1.10
pierce-fix through each sheet under the flashing or capping, along the top KLIP-LOK 406
of the sheets. 0LACING LAST SHEET WHERE HALF A SHEET WONT FIT
EASYCLAD 2PF300 (2 pans per sheet) and 4P300 (4 pans per sheet) are
pierce-fixed through the underlapping edge of each sheet. The fasteners
in one sheet are concealed by the leading edge of the next. For the last
sheet, a trim channel is used.
)F YOU ARE USING EASYCLAD with the ribs horizontal, start installing from the
bottom of the wall so that the joints between panels tend to shed water
(Figure 9.3.6).
9OU CAN USE EITHER OF TWO METHODS TO FIX THE FIRST PANEL A #$ TRIM
channel or CD40 starting clips.
Trim channel Easyclad panel s 5SE TRIM CHANNEL #$ WITH EASYCLAD 4P300.
Support The first EASYCLAD panel is held in place by fitting it into the fixed trim
channel
Recommended
fastening
Figure 9.3.1
Using a trim channel to start
Hook the lip of an EASYCLAD sheet under these clips (Figure 9.3.2).
Figure 9.3.2
Using a clip to start
Figure 9.3.3
)NDENTS ON EDGE OF SHEET HELP TO LOCATE
screws
9 Concealed-fixing
Fit subsequent panels by hooking the lip of your next sheet under the
folded-back edge of the previous panel before fixing in the same way as
before (Figure 9.3.4).
Figure 9.3.4
Starting for subsequent sheets
Figure: 9.3.5
Using trim channel to finish
Support
Figure 9.3.6
Start external walls from the bottom
Clips
The 2 clips are shown in Figure 9.4.1.
Starting/finishing clip Top fixing clip
Figure 9.4.1
LONGLINE 305 clips Preparation
Cut all starting/finishing clips and discard the unwanted pieces
(Figure 9.4.1).
3. Bend the tab of all clips over the rib (Figure 10.4.3).
Figure 9.4.3
Place top fixing clips
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
INSTALLATION—CONCEALED-FIXING 43
2. Place top fixing clips over each flattened rib and fix to the purlins
(Figure 9.4.5). With a felt-tipped pen, make a small mark in the pan to
enable you to locate the clips in the later locking operation with the
button punch (Figure 9.4.6).
3. Place the next sheet over the edge of the preceding sheet, (Figure
9.4.5). Accurately position the sheet so that it overhangs the desired
AMOUNT INTO THE GUTTER )T IS IMPORTANT THAT YOU KEEP THE GUTTER END OF
all sheets at a constant distance from the edge of the gutter or fascia.
4. Fully engage the sheet with the clips, using foot pressure on the
RIBS OVER EACH CLIP 9OU CAN DO THIS BY WALKING ALONG THE FULL LENGTH
of the sheet with one foot in the tray next to the overlapping rib and Figure 9.4.4
the other foot applying pressure to the top of the interlocking ribs at Flatten rib for top fixing clips
regular intervals.
For walling applications use a rubber mallet instead of the weight on your
9 Concealed-fixing
feet.
Place the last sheet over the starting/finishing clips, flatten the rib at each
purlin, and bend the tab of all clips over the rib.
Figure 9.4.6
Lock all ribs with button punch
10
Ends of sheets
This chapter describes how you can treat the ends of sheets to maximise
waterproofing, or to stop vermin entering.
Turn-up tools are available for all our roofing profiles except CUSTOM ORB
Figure 10.1.2 and LONGLINE 305 when it is tapered (Figure 10.1.1 on the next page).
Turning-up CUSTOM ORB
9OU CAN TURN UP SHEETS BEFORE OR AFTER THEY ARE FIXED ON THE ROOF )F YOU DO
the latter, you must have sufficient clearance for the turn-up tool at the
top end of the sheets (about 50 mm).
Turning-up KLIP-LOK
9OU GET THE BEST RESULTS BY FIRST CUTTING OFF THE CORNER OF THE DOWN POINTING
leg of each female rib. Do this before you place the sheets on the roof.
s 7ITH THE HINGED TURN UP TOOL OPEN POSITION THE TOOL ON THE SHEET WITH
the locating pins hard against the end of the sheet.
s (OLD THE HANDLES TOGETHER TO CLAMP THE TOOL ONTO THE TRAY AND PULL
them to turn-up the tray 90° (Figure 10.1.4).
-ups
ted turn
Comple
Figure 10.1.4
KLIP-LOK tool ready for turn-up
Turn
up
TRIMDEK Turn
down Backing
tool
KLIP-LOK 406
LONGLINE 305
Turn-up &
turn-down
INTEGRITY 820
Turn-up &
turn-down
SPANDEK
Turn
up
Figure 10.1.1
Turn-up and turn-down tools
10 Ends of sheets
Flush turning-up KLIP-LOK
)N NORMAL TURNING UP OF KLIP-LOK, the tops of the ribs protrude past the
turned up tray. Consequently the turn-ups cannot be positioned hard mm
against a fascia or wall, or the ends of the sheets on either side of the 40
1. Cut the top of each rib before turning-up the pans (Figure 10.1.5).
Turn-up the pans as described before.
2. Position the backing tool in the tray and hold it hard against the turn-
up with a foot. 'Ear' flattened
'Ear' awaiting
7ITH A RUBBER MALLET FOLD THE PROTRUDING @EARS FLUSH AGAINST THE flattening
backing tool. Figure 10.1.5
Using the backing tool for flush turn-up on
KLIP-LOK
90¯
Figure 10.1.6
Turning up LONGLINE 305
10.2 Turning-down
At the low end of roofing, wind or capillary action can cause water to run
et
she back up the underside of the cladding. To minimise this problem, you turn
d g e of -down
E ned down the valleys (or pans) at the low end of roofing. The process is called
tur
turning-down (or lipping).
s (OLD THE TOOL HARD AGAINST THE END OF THE TRAY AND PUSH THE HANDLE TO
form a turn-down about 20°.
Figure 10.2.2
Turning-down the gutter end
(LONGLINE 305 shown)
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
INSTALLATION—ENDS OF SHEETS 47
30!.$%+ overlaps
When SPANDEK is laid on slopes of 5 degrees or less, cut back the corner
of the under-sheet, at the downhill end of the sheet, to block capilliary
action (Figure 10.2.3).
Approx. Approx.
5 mm 5 mm
Cut back corner
Figure 10.2.3
Cut SPANDEK on low slopes.
2
Fitting KLIP-LOK rib end-stops after sheet installation
Bend the flat of the end-stops 90°. Push an end-stop into the space under
10 Ends of sheets
each rib until the flat is wedged firmly between the underside of the
cladding and support (Figure 10.3.2).
1
Infill strips
Closed-cell, foam-plastic infill strips are available to match the top or
bottom profile of our roof claddings. Figure 10.3.2
Fitting rib end-stops after installation of
At the lower end of cladding, the strip is sandwiched under the roof sheets
cladding. Similarly, at the upper end, the strip is sandwiched between
topside of the roofing and the underside of the flashing or capping
(Figure 10.3.3).
$ONT USE INFILL STRIPS THAT CAN ABSORB WATER BECAUSE RETAINED MOISTURE
can lead to deterioration of the sheet coating. Avoid using infill strips
made from, or treated with, flammable materials, particularly in areas
prone to bushfire (Section 11.8).
Where roof pitches are below 1 in 5 (10°), you should incorporate infill
strips to maximise waterproofness.
Figure 10.3.3
Profiled closed-cell infill at eaves
10.4 End-lapping
Because our roofing and walling is manufactured by continuous
processes, sheet lengths can be supplied up to the limits of transport
regulations which are frequently long enough to cover roofs without end-
lapping the sheets.
)F YOU CONTEMPLATE USING SHEETS THAT ARE SHORTER THAN THE FULL SPAN AND
overlap them, you need to consider:
Table 10.4.1
End-laps
KLIP-LOK 406 SHEETS DEFORM AT THE CLIPS SO THAT SHEETS WONT NEST TOGETHER
2 fasteners per tray (c) )F YOU USE CLIPS THE LAP IS PLACED JUST CLEAR OF AND ON THE HIGH SIDE OF THE
self-drilling screws
with EPDM
Concealed-fixed clip (Figure 10.4.1.c). The lap is secured with pierce-fixing through the
sealing washer with valleys. The clips allow the sheets to slip when they expand with heat.
pierce-fixing
through valley
Figure 10.4.1
Fixing at end laps
To make the end-lapping of KLIP-LOK 406 easier: remove, for the length of
the lap, the down-turn of the underlapping ribs of the top and bottom
sheets in each sheet run (Figure 10.4.2). The cut-back ribs are covered by 2 4
*
the sheets of the next sheet run.
*
LONGLINE 305,
can be fixed using any of the three methods.
*
The underlapping ribs have to be slightly squashed at the lap to allow *
them to nest. An end-lap tool is available. *
4
2
KLIP-LOK 700HSSHOULD NOT BE END LAPPED )NSTEAD AN EXPANSION JOINT MUST 1 3
1 3
BE USED 2EFER TO 3ECTION BELOW )DEALLY LONG LENGTH SHEETS FROM A
mobile rollformer should be used where possible as this eliminates the
* Downturn of male rib removed
need for joining. for length of lap
Figure 10.4.2
Order of laying Remove down-turn of male rib when end-lapping
For profiles other than LONGLINE 305, lay each run of sheets in turn from KLIP-LOK 406
bottom to top before moving on to the next run. For LONGLINE 305, lay all
lower run of sheets first, then lay the upper sheets (Figure 10.4.3).
4 5
End laps in pitches less than 15 degrees
1 2 3
End laps in roofs of less than 1 in 4 (15°) slope should be sealed with a
sealant. LONGLINE 305
10 Ends of sheets
Laying sequence for end-lapped sheets
s ONE RUN OF SEALANT AT THE LOW END OF THE LAP TO PREVENT MOISTURE
being drawn in by capillary action);
s THE OTHER RUN AT THE HIGH END TO PREVENT CONDENSATION FROM
running down the underside of the top sheet and entering the lap).
1
When the sheets are lapped together and fixed, the compressed sealant Apply 3 mm bead of sealant to
should just appear at the end of the lap. underside of overlapping sheet,
25 mm from end of sheet
1. With the top sheet upside down, extrude a 3 mm bead
of sealant across the underside of this sheet about 25 mm from the
end.
10.5 Expansion
Background on thermal expansion
All metals expand and contract with changes in temperature. Although
steel is by far the least affected of all the metals commonly used for roof
and wall cladding, the changes in length experienced in very long runs of
roofing are significant.
On a clear hot summer day, with no wind, the steel temperature in roof
cladding can reach approximately 50°C in COLORBOND® SURFMIST®, 60°C in
plain ZINCALUME® and more than 80°C in COLORBOND® NIGHT SKY®.
The actual expansion or contraction between the end of a sheet and the
last support would only be a fraction of the figures shown because the
movement in the length of fixed cladding would normally take place from
the centre towards each end of the sheet. The movement at each end is
thus only half the total expansion or contraction.
Expansion joints
Thermal expansion effects are mitigated by slight bending of fastener
shanks, thermal movement of the building structure, and slight flexing of
the purlins (where they are not restrained by cleats or bridging). However,
for very long runs of roofing, you should include an expansion joint to
overcome linear thermal expansion.
Table 10.5.1
Thermal expansion and contraction of steel Table 10.5.2 shows the maximum distance between the top and bottom
cladding ROWS OF FASTENERS ON A SHEET )F THE TOTAL LENGTH OF TWO SHEETS PIERCE
fixed through the lap, or a single sheet exceeds this distance, then an
expansion joint is needed. There should be no more than one pierce-fixed
end-lap between expansion joints.
25 mm min.
clearance
300 mm
Figure 10.5.1
Expansion joint detail
Overhang
g
rhan
Ove
10 Ends of sheets
Steel angle 50 x 50 x 1.2 mm
fixed to underside of roofing
(200 mm centres).
Gutter may be fixed to angle.
Figure 10.6.1
Methods of stiffening roof overhangs
3IMILAR METHODS OF FLASHING ARE USED FOR DIFFERENT CLADDING PROFILES 9OU
can adapt the principles to suit your application.
)N ALL CASES IT IS IMPORTANT TO HAVE AMPLE COVER PROVIDED BY THE FLASHING
and proper turn-up of the cladding underneath.
11.1 Materials
)T IS VERY IMPORTANT THAT FLASHINGS BE MADE FROM MATERIALS THAT ARE
compatible with the cladding (Section 2.10).
s THE TOP SURFACE OF THE LEAD FLASHING MUST BE PAINTED WITH A GOOD
quality exterior paint system (to limit contamination with lead
compounds in water running off the flashing); and
Flashing Cover
The minimum recommended cover of longitudinal flashings over cladding
(as taken from HB39-1997) should be as follows:
Fixing of Flashings
Figure 11.2.1 Longitudinal flashings shall be fastened at maximum 500mm centres.
Typical longitudinal flashings
The turn-down for transverse flashings for CUSTOM ORB and CUSTOM BLUE
ORB can be fashioned to fit the profile by either notching or scribing to
match the corrugations, or lightly dressed into the valleys. The type of
fashioning (if any) depends upon profile shape and the type of material Every 3rd rib
used to flash. Fashioning is preferred for low-slope roofs.
Flashing Cover
Lysaght produces a range of standard flashings (hip, barge, apron). To
increase weathertightness, BlueScope Lysaght recommends you maximise
the overlap between flashings and claddings.
Fixing of Flashings
Transverse flashings shall be fastened in accordance with HB39-1997, as
detailed below.
Notching tools
Hand-operated notching tools cut one notch at a time. Each tool matches
only one cladding profile. There are two types of tool; their use depends
on whether or not the edge of the flashing has first been bent down
(Figure 11.3.2). 11 Flashings
Table 11.3.1
Notching tools
s ,OCATE YOUR NOTCHING TOOL OVER A RIB WITH THE NOTCHING HEAD AGAINST
the flashing.
HORIZONTAL TOOL: the lugs on the underside locates on top of the rib.
VERTICAL TOOL: lift the flashing into the mouth of the tool;
HORIZONTAL TOOL: slide the mouth of the tool over the edge of the
flashing as far as it will go.
s 2EPEAT FOR ALL RIBS CHECKING IN EACH CASE THAT THE FLASHING IS CORRECTLY
positioned.
s )F YOU ARE USING A HORIZONTAL TOOL BEND DOWN THE TONGUES BETWEEN THE
notches over a suitable straight edge (such as a piece of timber).
Figure 11.3.2
Using notching tools
Table 3.8.1 shows the fasteners and their locations for the ends of sheets
(Figure 11.3.1).
Joining flashings
The overlaps of transverse flashings should be sealed with a
recommended sealant and fastened. Before finally positioning and fixing
the lap, turn over the top piece and apply a 3 mm bead of sealant across
the flashing, about 12 mm from the end.
Figure 11.3.3
Using a template to mark out for notching with
tinsnips
11 Flashings
Figure 11.4.1
Typical flashing at changes of pitch
&OUR METHODS ARE DESCRIBED HERE )N ALL METHODS THE ENDS OF CUT RIBS MAY
be closed off with caps on the outside of the rib, or with plugs inside the
ribs. Plugs must be used on side-laps to allow the anti-capillary cavity to
drain.
Support framing
Wherever one or more of the sheet ribs are cut, you must provide framing
to support the cut ends of the roof cladding each side of the penetration.
Existing flashing
)F YOU HAVE TO RE USE LEAD FLASHINGS THAT ARE BUILT INTO THE STRUCTURE
special protection is needed (Section 11.1).
Figure 11.5.2
Flashing method 2: Flat tray and sleeve
Figure 11.5.3
Flashing method 3:
Tray gutter for steeper roofs
11 Flashings
Figure 11.5.4
Penetrations close to ridge capping
Three methods are described here. Wherever roofing is cut, you must
consider providing extra support for the roofing above and below the
penetration.
Method 2: Sleeve
This is often the simplest method (Figure 11.6.2). Flexible flanged sleeves
can be bought for flashing around penetrations of at least 350 mm
diameter. They overcome the problem of capping and sealing the open
ends of cut ribs. A sleeve is commonly used, though silicone sealant has
a wider operating temperature range and is available in a wider range of
colours.
The flange around the base of the sleeve can be contoured by hand to
Figure 11.6.1 match the cladding profile before it is sealed and fixed to the cladding.
Small penetration with metal skirt and sleeve
Be careful not to dam any valleys or pans so that rainwater can drain
freely from the high side of the roof penetration. Moisture held in
such areas can cause deterioration of the sheet coating, reduced life
expectancy or poor appearance.
Where damming of any valley or tray is unavoidable, due to the size of the
pipe penetration, treat the installation as a large penetration
(Section 11.5).
Copper penetrations
All copper pipe penetrations through ZINCALUME® or COLORBOND® cladding
must be physically and electrically isolated from the cladding. This can
be done by using a sleeve of PVC polythene or similar plastic that is also
ultra-violet stable.
Figure 11.6.2
Small penetration with sleeve
Wind can drive rain hard against wall flashings, so it is important that you
pay attention to the detailing of flashings around windows, doors,
re-entrant and external corners, to ensure you get a watertight building.
9OU ALSO WANT A NEAT APPEARANCE
s "E SURE THAT THE CRESTS OF THE PROFILE ALIGN WITH EACH OTHER ON
adjacent walls, either side of a corner—this ensures that horizontal
fashings fit properly into all valleys.
s 7HERE VALLEYS CREATE A VOID AT FLASHINGS USE CLOSED CELL FOAM PLASTIC
infill (Figure 10.3.3).
s 7HERE WIND DRIVEN RAIN CAN BE EXPECTED TURN BACK THE EDGES OF
flashing to restrict water movement past the flashing.
11 Flashings
Figure 11.7.1
Typical header and sill flashing: profile running
horizontally (elevation)
Using LYSAGHT Roofing and Walling 2nd Edition, 2007
60 INSTALLATION—FLASHINGS
Figure 11.7.3
Typical flashing at window and door jambs: profile
running horizontally
Figure 11.7.2
Typical corner flashings: profile running
horizontally (plan view)
Figure 11.7.4
Typical header and sill flashing: profile running
vertically (elevation)
Figure 11.7.5
Typical corner flashings: profile running
vertically (plan). Jamb flashings follow same
principle.
Figure 11.8.1
Typical protection from sparks at ridge
References
AS 1170.3—1989 SAA Loading Code: Snow loads (and the Technical bulletins (General)
Supplement) TB-1 Steel roofing and walling products: Selection guide
AS 1170.4—1989 SAA Loading Code: Earthquake loads (and TB-2 Overpainting and restoration of COLORBOND® prepainted
the Supplement) steel sheet
AS 1397—2001 Steel sheet and strip—Hot-dipped zinc-coated TB-4 Maintenance of COLORBOND® prepainted steel roofing
or aluminium/zinc-coated
TB-5 Swarf staining of steel roofing and walling profiles
AS 1562.1—1992 Design and installation of sheet roof and wall
cladding: Metal TB-8 Flashing materials for ZINCALUME® & COLORBOND® steel
sheet
AS/NZS 2179.1:1994 Specification for rainwater goods,
accessories and fasteners: Metal shape or sheet TB-13 General guide to good practice in the use of steel
rainwater goods, and metal accessories and fasteners roofing and walling products
AS 2334—1980 Steel nails—Metric series TB-15 Recommended steel gutter systems
AS 2627.1—1993 Thermal insulation of dwellings TB-16 Fasteners for roofing and walling product: Selection
guide
AS/NZS 2728: 1997 Prefinished/prepainted sheet metal
products for interior/exterior building applications— TB-17 Selection guide for galvanised steel purlin products
Performance requirements
Index
flashings 52
L lengths 3
roofing drainage 8
lengths
transportation 4
roofing 3
pitches 3
roofing drainage 8
tapered 19
transportation 4
walking on 27
lifting roofing 31
wind forces 3
rust stains
M avoiding 28
maintenance 29 warn other contractors 28
marking out 27 S
materials safety 27
cladding specifications 2 guardrails 27
for fasteners 9 lifting roofing 31
for flashings 52 walking on roofs 27
for insulation 22 screws. See also fasteners
MINI ORB 34 setting tightness 10
sealant use 29
N sealants 28
nails. See fasteners sealing washers 9
noise reduction 22 selection of products 2
notching. See flashings silicone sealant. See sealants
skylighting 23
solvents 30
P spacing definitions 6
pencils for marking out 27 SPANDEK overlaps 47
performance tests 3 specifications
pierce-fixing. See installation for profiles (tables) 6
pitches of roofs 3 materials 2
products storage of products 27
profiles 6 stripable coatings 28
selection 2 support spacings 3
profiles of claddings 6
T
Q tapered roofing 19
quantities of clips & fasteners 11 technical bulletins 62
testing performance 3
R thermal transmission (see heat control)
rainfall intensities table 25 20
references 62 translucent cladding. See skylighting
rivets. See fasteners transportation 4
roof trims (see flashings, walls) 59
alignment of sheets 32 turn downs 46
curved 16 turn-ups 44
bullnosed (see pre-curved roofs)
18 V
capped bent ribed 19
valley fixing 34
pre-curved 18
spring-arched 17
spring-curved 18 W
spring-curved-ridge 16 walking on roofs 27
design 2 wall flashings 59
drainage walls, design 2
design 24 warranties 1
downpipe locating 26 washers, sealing 9
downpipe size 25, 26 wind forces 3
gutter areas & downpipes 26
gutter types 25
maximum roof lengths 8 Z
rainfall intensities 25 ZINCALUME® 2