About Shadowline® 305
Fielders® Shadowline® 305 is a two pan, low-pitched roof deck that can be used down to a minimum of one degree pitch as a concealed fix button punched deck (see Figure SL IG NC 001) or as a pierced fix wall cladding. Fielders® Shadowline® 305 is available in all states of Australia except WA - see Shadowline® WA for details. Fielders® Shadowline® 305 may also be supplied tapered from 305mm to a minimum of approximately 145mm.
When used as a wall cladding Fielders® Shadowline® 305 can be fixed both horizontally and vertically through each pan to each girt with a hexagon head self-drilling and tapping screw. The exact specification is subject to project requirements.
Fielders® Shadowline® 305 can be rolled to any transportable length in ZINCALUME® with the full range of COLORBOND® colours in 0.70 BMT gauge.
Lead time for the Shadowline® 305 profile is subject to the material finish and the colour availability. Smaller quantities are available as a stock item, subject to normal rolling schedules. For substantial quantities the lead time generally does not exceed two to three weeks. Contact your local Fielders® office for further information.
Material Specifications
Property | Notes | ||
Base Metal Thickness (mm) | 0.70 | BMT | |
Total Coated Thickness (mm) | 0.75* | TCT | |
Mass / Unit Length | ZINCALUME® steel | 2.96 | kg/m |
COLORBOND®steel | 2.99* | ||
Mass / Unit Area | ZINCALUME®steel | 9.70 | kg/m2 |
COLORBOND® steel | 9.81* | ||
Minimum Yield Strength | G300 | Base Steel Designation | |
Coating Class | AM100 - COLORBOND® Steel AM125 - ZINCALUME® steel AM150 - COLORBOND® Ultra Steel | Minimum Coating g/m2 of Zinc - Aluminium |
|
Coverage (mm) | 305 | ||
Tolerance | Sheet Length ±10mm Cover Width ±5mm | ||
Thermal Expansion | 2.9mm average per 5m at 50°C change |
Notes:
- Shadowline® 305 is manufactured from materials in accordance to AS 1397 and AS 2728. It is to be installed in accordance with AS 1562 and HB 39.
- The sectional properties are theoretical values per sheet width. These properties are gross values only.
- *is based on Standard COLORBOND®; single-sided material. For other painted steel options please contact a Fielders® representative.
Rainfall Capacity
For further information, please refer to sections “Rainfall Intensity” and “Water Carrying Capacity and Rainwater Run-Off”.
Figure SL RC NC 001
Maximum Roof Length (m)
Roof Slope (degrees) | Rainfall Capacity (mm/hr) | ||||||
100 | 150 | 200 | 250 | 300 | 350 | 400 | |
1 | 219 | 146 | 110 | 88 | 73 | 64 | 55 |
2 | 273 | 182 | 136 | 109 | 91 | 80 | 68 |
3 | 320 | 213 | 160 | 128 | 107 | 94 | 80 |
4 | 359 | 239 | 180 | 144 | 120 | 106 | 90 |
5 | 398 | 265 | 199 | 159 | 133 | 117 | 100 |
Note:
- Minimum recommended slope is 1°. Sheet lengths greater than 24m are not recommended due to thermal expansion and contraction.
Shadowline® 305 Button Punched
Wind Load Capacity: Limit State Design: 0.70mm BMT
Span (mm) | Single Span | End Span | Internal Span | |||
Serv. (kPa) | Strength (kPa) | Serv. (kPa) | Strength (kPa) | Serv. (kPa) | Strength (kPa) | |
900 | 2.60 | 3.60 | 1.45 | 4.20 | 2.05 | 5.20 |
1200 | 2.10 | 3.25 | 1.45 | 3.80 | 1.90 | 4.90 |
1500 | 1.70 | 2.85 | 1.40 | 3.45 | 1.80 | 4.55 |
1800 | 1.35 | 2.70 | 1.35 | 3.15 | 1.65 | 4.15 |
2100 | 1.10 | 2.40 | 1.30 | 2.75 | 1.55 | 3.65 |
2400 | 0.95 | 2.20 | 1.25 | 2.45 | 1.45 | 3.05 |
2700 | 0.80 | 1.95 | 1.15 | 2.25 | 1.30 | 2.50 |
Note:
- Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
- Values in italics are estimates based on trend lines fitted to the test data.
- Values are based on no insulation under the sheeting.
- Serv. denotes serviceability
Figure SL NC 001 End Spans, Internal Spans and Overhangs illustrates the terminology end spans, internal spans, and overhangs and their reference to the supporting substructure. This terminology has been used in the following Maximum Recommended Span and Wind Load Capacity tables.
Maximum Recommended Roof Cladding Span
Wind Region | Base Metal Thickness (mm) | Terrain Category 2 | Terrain Category 3 | ||||
Single (mm) | End (mm) | Internal (mm) | Single (mm) | End (mm) | Internal (mm) | ||
A | 0.70 | 1500 | - | 2500 | 1800 | 2000 | 2500 |
B | 0.70 | - | - | 2500 | 1800 | 2000 | 2500 |
Importance Level 2
Maximum Roof Height H = 10m
External Pressure Coefficients:
Cp,e = -0.65 (walling)
Cp,e = -0.9 (roofing)
Internal Pressure Coefficient:
Cp,i = 0.2
Local Pressure Factors:
Kl = 2.0 (end & single spans)
Kl = 1.0 (internal spans)
Table SL RS NC 002 - Shadowline® 305 Non-Cyclonic
Notes:
- Maximum roofing spans comply with both strength and serviceability wind pressure requirements.
- Spans shown in italics are limited by foot traffic requirements.
Maximum Recommended Wall Cladding Span
Wind Region | Base Metal Thickness (mm) | Terrain Category 2 | Terrain Category 3 | ||||
Single (mm) | End (mm) | Internal (mm) | Single (mm) | End (mm) | Internal (mm) | ||
A | 0.70 | 1900 | 2200 | 2700 | 2500 | 2700 | 2700 |
B | 0.70 | 1500 | 1400 | 2700 | 2300 | 2700 | 2700 |
Importance Level 2
Maximum Roof Height H = 10m
External Pressure Coefficients:
Cp,e = -0.65 (walling)
Cp,e = -0.9 (roofing)
Internal Pressure Coefficient:
Cp,i = 0.2
Local Pressure Factors:
Kl = 2.0 (end & single spans)
Kl = 1.0 (internal spans)
Table SL RS NC 001 - Shadowline® 305 Non-Cyclonic
Notes:
- Maximum walling spans comply with both strength and serviceability wind pressure requirements.
Shadowline® 305 Pierced Fixed
Wind Load Capacity: Limit State Design: Pierced Fixed : 0.70mm BMT
Span (mm) | End Span | Internal Span | ||
Serv. (kPa) | Strength (kPa) | Serv. (kPa) | Strength (kPa) | |
900 | 4.09 | 12.09 | - | - |
1200 | 3.63 | 9.34 | 4.24 | 12.09 |
1500 | 3.48 | 7.16 | 3.50 | 9.34 |
1800 | 3.21 | 5.09 | 3.27 | 7.16 |
2100 | 2.74 | 3.67 | 3.09 | 5.09 |
2400 | 2.46 | 3.63 | 2.74 | 3.67 |
2700 | 1.98 | 3.09 | - | - |
3000 | 1.78 | 2.88 | - | - |
3300 | 1.49 | 2.38 | - | - |
Note:
- Serv. denotes serviceability
Figure SL NC 001 End Spans, Internal Spans and Overhangs illustrates the terminology end spans, internal spans, and overhangs and their reference to the supporting substructure. This terminology has been used in the following Maximum Recommended Span and Wind Load Capacity tables.
Maximum Recommended Wall Cladding Span (mm) Pierced Fixed
Wind Region | Base Metal Thickness (mm) | Terrain Category 2 | Terrain Category 3 | ||
End (mm) | Internal (mm) | End (mm) | Internal (mm) | ||
A | 0.70 | 3000* | 3000* | 3000* | 3000* |
B | 0.70 | 3000* | 3000* | 3000* | 3000* |
Importance Level 2
Maximum Roof Height H = 10m
External Pressure Coefficients:
Cp,e = -0.65 (walling)
Cp,e = -0.9 (roofing)
Internal Pressure Coefficient:
Cp,i = 0.2
Local Pressure Factors:
Kl = 2.0 (end & single spans)
Kl = 1.0 (internal spans)
Table SL RS NC 003 - Shadowline® 305 Non-Cyclonic
Notes:
- Maximum walling spans comply with both strength and serviceability wind pressure requirements.
- * Spans in excess of 3000mm may be available subject to enquiry. Wall applications or long spans require particular attention to installation practice.
Installation
Step 2
Using the rib closing tool squeeze the male rib of the first sheet. Place top fixing clip over each squashed male rib and fix to purlin. This needs to be done to prevent the sheet from lifting in the wind before the barges are fitted. The use of string lines will assist in ensuring sheets are installed straight.
Figure SL IG NC 002
Step 3
Make a small non-permanent mark in the pan to enable you to locate the clips in the latter locking operation with the button punch.
Step 4
Position the female rib of the next sheet over the male rib and clips ensuring that it is fully engaged. Fully engage the sheet with the clips using foot pressure on the ribs over each clip. You can do this by walking along the full length of the sheet with one foot in the tray next to the overlapping rib and the other foot applying pressure to the top of the interlocking ribs at regular intervals.
Figure SL IG NC 003
Step 5
Repeat steps 3 to 5.
Step 6
All lapped ribs must be locked along their length, by button punching at the clips, and if necessary between the clips (typically at 900mm centre to centre). Punching to a string line guide stretched across the sheeting is recommended as random punching marks the appearance of the finished work.
Step 7
You must button punch through the hole in each top fixing clip, you can locate the clip with the non-permanent mark made previously. When operating the punching tool, stand on the pan of the overlapping sheet to ensure that the sheets are fully engaged.
Figure SL IG NC 004
Ends of Sheets
Wind can drive water uphill under the flashings or cappings. Also, at the low end of a roof, wind or capillary action can cause water to run back up the underside of the sheeting. To minimise these problems, turn the pans up at the top of sheets, and turn them down at the bottom. A tool is available for these jobs (ref. Figure SL IG NC 005).
Figure SL IG NC 005
Turning-up
Flush turn-ups are usually used on Shadowline® 305. Cut off a portion of the female rib for at least 50mm. For a flush turn-up, you also need to cut the crown of the centre rib for at least 50mm.
Holding the end of the tool against the end of the sheet, pull the handle up 90°. If turning-up flush, fold the protruding ears flush against the turn-up tool with a rubber mallet (ref. Figure SL IG NC 005).
Turning-down
All roofing on slopes below 1 in 5 (10°) must be turned down. Turning-down is usually done after the sheeting is fixed on the roof, provided there is no obstruction to the operation of the turn-down tool.
Push the turn-down tool over the end of the tray, as far as it will go.
Hold the tool hard against the end of the tray and push the handle to form a turn-down of about 20° (Figure SL IG NC 006).
Recommended Fasteners
Recommended Fasteners Button Punched
Supports | Recommended Fastener (Without Insulation) |
Steel 1.0 to 3.5mm | 10g-16x16mm Wafer Head Tek Screw |
Timber Hardwood | 10g-12x25mm Wafer Head Type 17 Screw |
Timber Softwood | 10g-12x25mm Wafer Head Type 17 Screw |
Steel Battens (0.55 to 1.0mm) | 10g-16x16mm Wafer Head Tek Screw |
Recommended Fasteners Pierced Fixed
Supports | Recommended Fastener (Without Insulation) |
Steel 1.0 to 3.5mm | 14g-10x25mm Hex Head Tek Screw |
Timber Hardwood | 14g-10x25mm Hex Head Type 17 Screw |
Timber Softwood | 14g-10x25mm Hex Head Type 17 Screw |
Steel Battens (0.55 to 1.0mm) | 14g-10x25mm Hex Head Tek Screw |
Roof to Wall Connection Detail 1
Step 1 - Rib Caps Cut and Folded from Flat Sheet
Development of Cap on Flat Sheet
Step 2
Step 3
Roof to Wall Connection Detail 2
Step 1
Step 2
Step 3
Maximum Sheet Length
See section “Thermal Expansion and Contraction of Steel Sheeting”.
Designing Without Step Joints
Refer to section "Long Length Roofing Solutions".
Insulation
Care needs to be taken when installing insulation with Shadowline® roof sheeting. When insulation thicknesses up to 50mm are installed the screws may need to be increased depending on the thickness and density of the insulation. When the screw is properly tightened into metal there should be a minimum of three (3) threads protruding past the support being fixed in to. For timber, the screw must have a minimum embedment of 25mm into timber.
When insulation is required in conjunction with Finesse® profiles, Fielders® recommend the use of a thermal spacer to help maintain Rw values as well as minimising any bulging in the profile caused by the insulation.
Insulation blankets and batts can cause wide flat pan cladding to bow out between the supports, between fasteners along the support, or bow the pans. For insulation blankets and batts as well as more dense glass wool and rock wool, and thicker insulation, spacers are recommended.
SL INS NC 001
Turning of Roof Sheeting Ends
Refer to section “Flashings, Cappings & Ends of Sheets”.