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Responsibilities of the Designer

Not withstanding the natural effects mentioned above it is still 
the responsibility of the designer of the rainwater goods system 
(who may be the architect, builder, hydraulic engineer, home 

owner, roofing or guttering contractor) to design a rainwater 
system which allows adequate drainage to occur. Water should 
not be able to flow back into the building.

•  For eaves gutters they must determine the rainfall intensity 

values (ARI) shown in AS3500 part 3.2 “Stormwater drainage 

– Acceptable solutions”.

•  For  a  specific  rainfall  intensity  they  should  determine  the 

cross sectional area of gutter best suited to their situation, 

when the roof catchment area is taken into account. A table 

showing the effective cross sectional area of Stratco gutters 

is shown in (Table 2) and a further table (Table 3) allows you 
to determine which Stratco gutter suits your needs. While 
you can choose whether slotted or non slotted gutter best 

suits  your  needs,  Stratco  recommend  the  slotted  option 

where possible. 

•  Where  the  designer  is  aware  of  specific  local  factors  that 

may  impact  negatively  on  the  standard  design  then  this 
must be taken into account in the design. For example if the 
rainwater goods system is required to be used in a leafy area, 
then adequate leaf guards may need to be specified. Smaller 
mesh leaf guards may be required for fine needle like leaves, 
and  these  may  need  to  be  removable  to  prevent  fungal 
build-up. All leaf guards need to be removed regularly and 
the gutter cleaned. In snow or hail prone areas, then gutter 
either may not be suitable, or may need to be situated well 
below the level of the fascia with snow breaks installed. 

•  Increasing the size and frequency of downpipes will assist 

in the drainage of the roof. The downpipes used in the 

drainage table (Table 3) must be at least the size used in the 
cross section area table (Table 2)

•  For additional information refer to the Stratco website which 

shows a roof drainage calculator.

•  Where there is any doubt as to the adequacy of the design, 

or where the designer wishes to introduce a further level of 
safety, there are a number of additional protective measures 

that can be included in the design (Figure 5). They include:

•  Using modified stop ends: At the end of gutters normal 

height stop ends can be replaced by lower stop ends 
which reduce the depth of water able to collect in the 

gutter controlling overflow to these points.

•  Using an internal outlet: An outlet may be able to be 

placed in the centre of the gutter which has a top lower 
than the back of the gutter which releases water prior 
to the gutter overflowing.

•  Using a cut down front: The front of the gutter can be 

notched to a lower level allowing water to escape past 
the bead prior to any overflow from the gutters rear.

•  Using  a  front  spigot:  A  small  tube  or  outlet  can  be 

attached to the front of the gutter that will allow water 
to overflow from the gutter front.

•  Using a rear exit gap: There are a number of clips and 

devices on the market which will create a gap between 

the  back  of  the  gutter  and  the  front  of  the  fascia. 
Whilst  this  is  a  satisfactory  method,  consideration 
needs to be given to issues such as spider control, and 
the possible ingress of embers in a fire prone situation.

•  Using  slots:  Stratco,  and  most  gutter  manufacturers 

offer their gutter in a slotted format, which will assist 

in removing surplus water in a more controlled manner.

•  Using  other  proprietary  solutions:  There  are  other 

proprietary products available which contain various 
measures  to  prevent  gutters  blocking  (leafguards  of 
many  types)  or  downpipes  blocking  (outlets  which 
contain holes and slots) and these may be selected by 
either the builder or consumer.

•  Using  rainheads  or  sumps:  Rainheads  which  have 

greater inlet areas than ordinary outlets can be placed 
at strategic points along the length of the gutter into 

which excess water can discharge, providing greater 

resilience  to  sudden  downpours  and  these  may  be 
fitted with overflows as well.

These measures can either be used singly, or in combination 

with each other and will reduce the capacity of the gutter to 

move the required volume of water. Figure 2 shows several of 
these used together.

Gutter Overflow Remedies

Water can overflow from
a cut-down stop end.

Water can overflow from
slots in the face of the gutter.

Downpipe outlet.

Water discharges
from the downpipe
outlet into the
downpipe.

Freeboard at the low end of the gutter, 
where the gutter bead will usually be 
lower than the top of the fascia.

Water can overflow between the gutter and 
the fascia at the low end of the gutter.

Water can overflow from an overflow outlet 
placed in the bottom of the gutter.

Figure 2

Содержание High Fronted Gutters

Страница 1: ...nage Domestic Installations It is also important that relevant State regulations are satisfied For example New South Wales legislation requires all gutter and downpipe installations be undertaken by a...

Страница 2: ...At the end of gutters normal height stop ends can be replaced by lower stop ends which reduce the depth of water able to collect in the gutter controlling overflow to these points Using an internal ou...

Страница 3: ...es FIGURE 5 Modified Stop End Internal Outlet Front Cut Down Stretch in The Back Face of The Gutter Front is Lower Than The Top of The Fascia Propriety Solution Sump Rainhead Front Spiggot Rear Exit G...

Страница 4: ...Charleville 170 Charters Towers 218 Cloncurry 172 Emerald 220 Goondiwindi 182 Gympie 228 Hughenden 199 Innisfall 254 Kingaroy 208 Longreach 189 Mackay 273 Mareeba 219 Mt Isa 169 Mt Morgan 225 Noosa 2...

Страница 5: ...lotted 7 126 8 597 100 100 x 75 Square VC 5 712 6 893 90 100 x 50 VC Slotted 4 412 5 594 75 75 x 50 LO Square Slotted 4 447 5 624 75 75 x 50 VFC 6 775 7 957 100 100 x 75 VFC Slotted 5 475 6 657 90 100...

Страница 6: ...re followed Adequate fall towards the downpipes must be given to gutters a minimum of 1 in 500 for eaves gutters and 1 in 200 for internal gutters The installer must ensure that the correct number of...

Страница 7: ...essential to maintain the good looks of all Stratco steel products and to ensure you receive the maximum life span possible in your area Gutters must be regularly cleaned to prevent the build up of le...

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