VT 9151 Gutters High Front Guide
User Manual: VT 9151
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INFORMATION GUIDE High Fronted Gutters High Fronted Gutters High fronted gutters hide the lower edge of tiles or roof cladding which creates an aesthetically pleasing appearance. It is important that sufficient overflow measures are included in the design of the guttering system and that high fronted gutters are installed in such a way that if they overflow, it will not result in water flowing back into the roof or building. The design of gutter and downpipe system installations also need to comply with specific rainfall intensities for the area of installation and adequate overflow provisions need to be provided to prevent water from entering the dwelling during heavy rainfall periods. Codes The design and installation of guttering and downpipe systems • Secondly, if a complete blockage occurs the additional Australian Standards AS/NZS 3500.3 Plumbing and Drainage, deform. The back of the gutter is restrained at 1.2 metre and Drainage, Domestic Installations. It is also important that moves outwards from the fascia creating a gap that allows needs to comply with the Building Code of Australia and Stormwater Drainage and AS/NZS 3500.5 National Plumbing relevant State regulations are satisfied. For example, New South Wales legislation requires all gutter and downpipe installations be undertaken by a suitably licensed installer who holds a current certificate issued by the NSW Office of Fair Trading. weight of the water will cause the gutter to temporarily intervals by fixing clips but between these points the gutter the additional water to escape (Figure 4). 14.0 43.0 Natural Effects There are two natural effects in Stratco guttering that offer some protection against water flowing from eaves gutters inside a building, when attached to Stratco steel fascia. • The first is that when installed on our steel fascia, the “high front” of the gutter can still be lower than the top face of the fascia. Water will always flow to the lowest point, and even if a complete blockage exists, should still overflow outside the eaves line (Figure 1 and 3). High Front Quad Gutter Figure 1 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 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. is shown in (Table 2) and a further table (Table 3) allows you • Using a rear exit gap: There are a number of clips and you can choose whether slotted or non slotted gutter best the back of the gutter and the front of the fascia. to determine which Stratco gutter suits your needs. While 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, devices on the market which will create a gap between 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. then adequate leaf guards may need to be specified. Smaller • Using other proprietary solutions: There are other and these may need to be removable to prevent fungal measures to prevent gutters blocking (leafguards of mesh leaf guards may be required for fine needle like leaves, 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 proprietary products available which contain various 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 cross section area table (Table 2) resilience to sudden downpours and these may be shows a roof drainage calculator. These measures can either be used singly, or in combination or where the designer wishes to introduce a further level of move the required volume of water. Figure 2 shows several of • For additional information refer to the Stratco website which • Where there is any doubt as to the adequacy of the design, safety, there are a number of additional protective measures fitted with overflows as well. with each other and will reduce the capacity of the gutter to these used together. Gutter Overflow Remedies Water can overflow from an overflow outlet placed in the bottom of the gutter. Water can overflow between the gutter and the fascia at the low end of the gutter. Freeboard at the low end of the gutter, where the gutter bead will usually be lower than the top of the fascia. Downpipe outlet. Water can overflow from a cut-down stop end. Water can overflow from slots in the face of the gutter. Water discharges from the downpipe outlet into the downpipe. Figure 2 Natural Effects FIGURE 3 Front is Lower Than The Top of The Fascia Additional Measures FIGURE 4 Stretch in The Back Face of The Gutter FIGURE 5 Modified Stop End Internal Outlet Front Cut-Down Front Spiggot Rear Exit Gap Front Slots Propriety Solution Sump Rainhead Table 1 | Design Rainfall Intensities (mm/h) Average Recurrence: Once in 20 Years ACT Canberra 137 NSW (Minimum for eaves gutters). Taree 190 Hamilton 120 WA Tweed Heads 245 Healsville 129 Abydos 199 Wollongong 233 Horsham 120 Albany 142 186 Korumburra 116 Broome 252 Lakes Entrance 124 Bunbury 148 Albury 135 Wyong Armidale 154 TAS Batemans Bay 211 Bridgewater 101 Melbourne 127 Carnarvon 142 Bathurst 143 Burnie 118 Mildura 125 Collie 145 Bowral 170 Deloraine 108 Morewell 129 Dampler 231 Broken Hill 130 Dover 97 Orbost 130 Derby 254 Casino 198 Flinders Island 128 Stawell 127 Geraldton 132 Coffs Harbour 232 Hobart 99 Wonthaggi 114 Halls Creek 181 Cooma 129 Kingston 98 QLD Hammersley 180 Coonabarabran 178 Launceston 101 Biloela 220 Hillside 192 Cowra 144 Mt Wellington 122 Brisbane 251 Kalgoorlie 116 Dorrigo 214 New Norfolk 100 Bundaberg 241 Katanning 125 Dubbo 159 Queenstown 118 Cairns 282 Kununurra 256 Forbes 151 Scottsdale 119 Cape York 301 Marble Bar 205 Glen Innes 159 Sorell 101 Charleville 170 Meekatharra 111 Gosford 189 St Helens 131 Charters Towers 218 Mundaring 139 Goulburn 145 St Marys 205 Cloncurry 172 Newman 143 Inverell 179 SA Emerald 220 Perth 146 Kempseyw 220 Adelaide 123 Goondiwindi 182 Port Headland 233 Kiama 224 Arkaroola 134 Gympie 228 Roy Hill 160 Kiandra 143 Ceduna 125 Hughenden 199 Tom Price 164 Lismore 219 Mt Barker 120 Innisfall 254 Wittenoom 182 Lithgow 141 Mt Gambier 108 Kingaroy 208 Note: • Data obtained from the Standards Australia Maitland 169 Murray Bridge 117 Longreach 189 Merimbula 207 Nurioopta 111 Mackay 273 Mittagong 172 Port Augusta 124 Mareeba 219 Mullumbimby 250 Port Pirie 125 Mt Isa 169 Murwillumbah 244 Yorketown 118 Mt Morgan 225 Muswellbrook 141 NT Noosa 253 Newcastle 181 Alice Springs 139 Proserpine 272 Nowra 219 Darwin 285 Rockhampton 248 Orange 152 Katherine 230 Roma 192 Penrith 166 VIC Southport 246 Port Macquarie 223 Bacchus Marsh 126 Toowoomba 189 be considered for buildings where Robertson 228 Ballarat 127 Townsville 260 paramount importance. Singleton 148 Benalla 133 Warwick 178 Sydney 214 Geelong 118 Weipa 293 Installation code for metal roofing and wall cladding SAA HB39-1997. • Data for other locations may be obtained from Australian Rainfall and Runoff (1987) published by the Institution of Engineers, Australia or may be obtained from local drainage authorities. Data for any locality in Australia is available (to a resolution of 1/40th of a degree of latitude or longitude) from the Bureau of Meteorology. • Data shown for large cities are the maxima within the greater city areas. Data for specific locations within these areas may be obtained by reference to the above publication or from the Bureau of Meteorology. • More stringent requirements should the avoidance of gutter overflow is of • All gutters and outlets, particularly box gutters served by internal sumps, need to be regularly inspected and maintained to avoid blockages. Table 2 | Cross Section Area Gutter Profile (mm2) Minimum Downpipe Size Effective Cross Sectional Area Capacity (mm2) Total Cross Sectional Area (mm2) Round (dia mm) Rectangular/ Square (mm) 5,621 6,760 90 100 x 50 4,307 5,429 75 6,697 7,958 100 8,685 10,088 125 Quad 115mm Quad 115mm Quad - Slotted 115mm Quad - Low Front 5,057 6,192 90 100 x 50 90 100 x 50 90 100 x 50 13,767 125 100 x 100 125mm Quad - NSW 6,488 125mm Quad - Slotted 5,592 175mm Quad 12,213 125mm OG 4,432 5,609 75 75 x 50 5,763 7,055 90 100 x 50 8,748 10,124 125 100 x 75 125mm Quad - SA/NT 150mm Quad OG 125mm OG - Slotted 150mm OG - Slotted Half Round & Smoothline 150mm Smoothline 150mm Smoothline - Slotted 150mm Half Round 3,374 6,961 7,833 75 x 50 6,842 4,432 8,332 65 100 100 x 75 75 x 50 100 x 75 150mm Half Round - Slotted 7,126 7,703 9,176 8,597 100 100 x 75 VC 5,712 6,893 90 100 x 50 75 75 x 50 Square 100 75 x 75 VC - Slotted 4,412 5,594 75 VFC 6,775 7,957 100 8,970 100 LO-Square - Slotted VFC - Slotted VF - SA VF - WA VF - Slotted 4,447 5,475 7,839 7,333 5,475 HI-Square - Slotted 5,974 VT - Slotted 6,338 C-Square - Slotted VFM - Slotted 5,974 5,624 6,657 8,444 6,657 100 x 75 75 x 50 100 x 75 90 100 x 50 100 100 x 75 90 100 x 75 100 x 50 7,155 90 100 x 50 7,583 90 100 x 50 7,155 90 100 x 50 6,711 7,888 100 Edge Gutter 14,856 16,833 - - HK 5,394 6,590 75 100 x 50 75 100 x 50 90 100 x 50 Miscellaneous Edge Gutter WA HK - Slotted 9,151 10,936 - 3,717 4,816 75 S - Slotted 4,609 5,622 75 450mm Girth OG Big One - Slotted 9,881 11,551 6,292 7,577 S Clickform - Slotted 5,315 5,102 600mm Girth OG Big One - Slotted 26,345 Quarter Round - Slotted 5,054 Quarter Round 6,358 6,303 125 100 x 75 - 75 x 50 75 x 50 100 x 100 28,615 125 100 x 100 6,309 90 100 x 50 90 100 x 50 Table 3 | Eaves Gutter Sizes For Various Rainfall Intensities And Roof Catchment Areas Per Downpipe (Based on minimum size downpipe) Rainfall Intensity (mm/hr) Roof Catchment Area 10m2 20m2 30m2 40m2 50m2 75m2 100m2 150m2 200m2 Cross sectional area of gutter (mm2) required to drain above roof catchment area into one downpipe. 90 1620 2440 3060 4090 4890 6790 8500 12380 15240 100 1780 2670 3560 4445 5330 7390 9280 13030 16640 110 1860 2830 3810 4780 5720 7960 9950 14000 18500 120 1930 3000 4080 5150 6170 8540 10220 15060 19250 130 2000 3160 4360 5500 6570 9060 11390 16110 20610 140 2070 3340 4640 5830 6940 9610 12110 17180 22030 150 2170 3540 4900 6230 7390 10170 12790 18080 23120 160 2240 3730 5170 6530 7810 10750 13500 19000 24000 180 2470 4110 5700 7170 8500 11810 14800 20390 25560 200 2610 4440 6210 7780 9310 12880 16110 22360 28000 225 2900 4920 6780 8530 10240 14110 17720 24720 31000 250 3060 5340 7400 9310 11060 15310 19250 27200 34200 275 3270 5760 7970 10040 12000 16560 20610 28930 36130 300 3500 6190 8530 10750 12890 17730 22170 30770 38200 350 4000 7030 9640 12140 14530 20000 25280 34610 42380 Responsibilities of the Installer It is the responsibility of the installer to ensure that the project is installed as required by the rainwater goods designer. They also need to ensure that the directions provided in the Codes mentioned above are 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 downpipes of sufficient size are installed, that they are clear of debris and able to discharge correctly. Responsibilities of the Owner It is the responsibility of the owner to ensure that their gutters and downpipes are adequately maintained and kept completely free of leaf debris, branches and twigs, and both organic and inorganic materials. There is no one solution that can be relied upon to do this, and the best solution may involve a number of strategies. Should the design provided prove inadequate due to local conditions, many of the additional protective measures described above can be retro fitted and may prove beneficial. Overflow Measures Examples of continuous and non-continuous overflow measures that may be used in conjunction with each other to meet the relevant requirements are provided in the Building Code of Australia and examples are shown in Figure 6. Continuous overflow measures allow for overflow along the complete length of the gutter, while non-continuous overflow measures are located at specific points along the length of the gutter. Care needs to be taken to ensure the system complies with the Building Code of Australia and the current Australian Standards. Gutters may become blocked anywhere along their length which means non-continuous overflow measures may not be sufficient to prevent water flowing back into a building. CONTACT 1300 165 165 Figure 6 Additional Information Up to date information about Stratco products, spans, installation requirements and technical advice can be found on our website at: www.stratco.com.au. It is advisable to obtain current information prior to ordering any materials. Further details about complying with legislation can be found in the Stratco ‘Selection, Use and Maintenance’ brochure. The NSW Office of Fair Trading website also provides information on complying with legislation: http://www.fairtrading.nsw.gov.au/Tenants_and_home_owners/ Home_building_and_renovating/The_building_process/Residential_gutters.html. If additional information is required contact the Stratco office in your state. Maintenance Regular maintenance is 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 leaf debris, fungus or any other material that could prevent the free drainage of water from the roof. Washing with clean water must be frequent enough to prevent the accumulation of dust, salts, and pollutants or any other material that will reduce the life of the product. Stratco steel products that are regularly washed by rain require no additional maintenance. No Stratco steel structure or materials are recommended for use over, or in close proximity, to swimming pools or spas. No material that retains water (such as dirt or paving sand) should be placed against the columns. Care must be taken when determining the location of Stratco steel products so that © Copyright November 2010 All brands and logos/images accompanied by ® or ™ are trade marks of Stratco (Australia) Pty Limited. www.stratco.com.au they are not placed in close contact with sources of pollution or environmental factors that could affect the life of the steel. Refer to the ‘Selection, Use and Maintenance’ brochure for more information.
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