Prominence™ Non-Cyclonic

About Prominence™

With its elegant flat pans and ease of installation the profile is a rare mix that both the specifier and the builder can appreciate. Available in a 265mm and a 465mm wide panel. As with all the profiles in the Fielders® Finesse® range,

Fielders® Prominence™ is available in any colour you choose and looks particularly striking in a Metallic COLORBOND®. Prominence™ is also available in 0.75mm steel and 1.00mm aluminium (subject to minimum order quantities). Contact your local Fielders® representative for availability and further information.

Prominence™ is offered on traditional supporting substrates, plywood and fibre cement panels, and now with comprehensive testing can be offered on cost effective steel battens.

PROMINENCE™ NON-CYCLONIC Profile

PROMINENCE™ NON-CYCLONIC Profile Cross Section

    

Material Specifications

Property265mm Pan Width
with 38mm rib
465mm Pan Width
with 38mm rib
Notes
Base Metal Thickness (mm)0.550.700.750.550.700.75BMT
Total Coated Thickness (mm)0.60*0.75*0.80*0.60*0.75*0.80*TCT
Mass / Unit LengthZINCALUME® steel1.832.252.412.67N/A3.61kg/m
COLORBOND® steel1.86*2.29*2.44*2.73*3.68*
Mass / Unit AreaZINCALUME® steel6.918.509.095.75N/A7.77kg/m2
COLORBOND® steel7.02*8.65*9.21*5.88*7.90*
Coverage265465mm
Minimum Yield StrengthG300
Coating ClassAM100 - COLORBOND® Steel
AM100 - COLORBOND® Metallic
AM125 - ZINCALUME®
AM150 - COLORBOND® Ultra Steel
Minimum Coating g/m2 of Zinc -
Aluminium
ToleranceSheet length ±7mm
Cover width ± 4mm
Thermal Expansion2.9mm average per 5.0 metre
@ 50˚C change
Table PR MS NC 001 - Prominence™ Non-Cyclonic
Notes:
  1. The COLORBOND®; and ZINCALUME® material is in accordance to AS 1397, AS 1365 and AS 2728.
  2. Installation of the cladding should also be in accordance to AS 1562.1 and HB 39.
  3. *is based on Standard COLORBOND®; single-sided material. For other painted steel options please contact a Fielders® representative.
  4. To assist minimising the effects of oil canning in Prominence, it is recommended to keep panel length under 8m. Longer lengths may be available subject to minimum order quantity.

Rainfall Capacity

For further information, please refer to sections “Rainfall Intensity” and “Water Carrying Capacity and Rainwater Run-Off”.

PROMINENCE™ NON-CYCLONIC Rainfall Capacity Figure PR RC NC (265) 001

Figure PR RC NC (265) 001

Maximum Roof Length (m) 265 Non-Cyclonic

Roof Slope
(degrees)
Rainfall Capacity (mm/hr)
100150200250300400500
31601078064534032
41801209072604536
519913310080665040
7.523815819995795948
10273182137109916855
Table PR RL NC (265) 001 - Prominence™ Non-Cyclonic
Note:
  1. Minimum recommended slope is 3°. Sheet lengths greater than 15m are not recommended due to thermal expansion and contraction.

Wind Loading Design Parameters

Wind Pressure Capacity: 0.55mm BMT - Prominence™

PlywoodSteel Batten
Cover Width
(mm)
Serv. (kPa)Strength (kPa)Spacing (mm)Serv. (kPa)Strength (kPa)
2650.973.886001.074.23
465*0.363.004500.403.35
Table PR WC NC 001 - Prominence™ Non-Cyclonic
Note:
  1. *465mm wide Prominence™ only recommended for walling applications.
  2. Serv. denotes serviceability
  3. Plywood capacities based on maximum support spacing of 600mm & maximum fastener spacing of 450mm (as per Figure PR ID NC 001). Capacities are based on 19mm F11 Structural CD Grade plywood for roofing applications and 15mm F11 Structural CD Grade Plywood for walling applications. In both roofing and walling applications on plywood substrates, Prominence™ should be fastened to the building subframe in accordance with plywood manufacturers recommendations for flooring ply.
  4. Steel batten capacities based on maximum batten span of 1200mm.

 

Figure PR 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.

PROMINENCE™ NON-CYCLONIC Figure PR NC 001 End Spans, Internal Spans and Overhangs

Figure PR NC 001 End Spans, Internal Spans and Overhangs

PROMINENCE™ NON-CYCLONIC Wind Pressure Capacities Figure PR ID NC 001

Figure PR ID NC 001 (Plywood)

PROMINENCE™ NON-CYCLONIC Wind Pressure Capacities Figure PR ID NC 002

Figure PR ID NC 002 (Steel Batten)

Fielders Prominence™ - Figure PR ID NC P02-01 - Typical Fixed Clip Wall Fixing Details

Figure PR ID NC P02-01 - Typical Fixed Clip Wall Fixing Details

Non-Cyclonic Load Span Tables

The design pressures, allowable spans and design data for Prominence™ have been determined from tests carried out in accordance with on the following Australian Standards:

  • AS 1170.2:2011 Structural design actions Part 2: Wind actions
  • AS 1562.1-2018 Design and installation of sheet roof and wall cladding Part 1: Metal
  • AS 4040.0-1992 Methods of testing sheet roof and wall cladding Part 0: Introduction, list of methods and general requirements
  • AS 4040.1-1992 Methods of testing sheet roof and wall cladding Method 1: Resistance concentrated loads
  • AS4040.2-1992 Methods of testing sheet roof and wall cladding Method 2: Resistance to wind pressures for non-cyclone regions
  • AS4040.3-1992 Methods of testing sheet roof and wall cladding Method 3: Resistance to wind pressures for cyclone regions
  • AS4055:2012 Wind Loads for Housing
  • SA HB 39: 2015 Handbook - Installation code for metal roof and wall cladding National Construction Code of Australia

 

Maximum Recommended Roof Cladding Span

Cover
(mm)
Base Metal
Thickness (mm)
Single (mm)End (mm)Internal (mm)
2650.55600600600
0.70700700700
0.75700700700
Wind Loading Design Parameters
+
Design Life 50 years
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 PR RS NC 001 - Prominence™ Non-Cyclonic
Notes:
  1. 465mm wide Prominence is available for roofing applications when used in conjunction with 19mm F11 plywood fixed at 450mm c/c max.

  2. Max unstiffened overhang is 50mmfor all gauges

Maximum Recommended Wall Cladding Span

Cover
(mm)
Base Metal
Thickness (mm)
Single (mm)End (mm)Internal (mm)
2650.559009001200
0.70100010001000
0.75100010001300
4650.55450450450
0.70N/A
0.75550550550
Wind Loading Design Parameters
+
Design Life 50 years
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 PR RS NC 002 - Prominence™ Non-Cyclonic
Notes:
  1. Maximum walling spans comply with both strength and serviceability wind requirements.
  2. Minimum steel support 0.75mm BMT G550.
  3. Max unstiffened overhang is 100mm for all gauges.

Installation

Prominence™ is concealed pierce-fixed to either plywood or batten supports. This means the fastener screws pass through the sheeting at the concealed underlap edge. Screws can be placed either through the slotted holes or directly through the sheet. Where screws are placed directly through the sheet a 6mm hole should be pre- drilled to mimic the slotted holes and allow for thermal movement. See Figures PR ID NC 003-007.

Recommended Fasteners

SupportsRecommended Fastener
(without insulation)
Steel 1.5mm10g-16x16mm
Wafer Head Tek Screw
Plywood10g-12x25mm
Wafer Head Type 17 Screw
Timber10g-12x45mm
Wafer Head Type 17 Screw
Table PR RS NC 003 - Prominence™ Non-Cyclonic

Installation Details

Typical Roof Cladding Setout - Unsupported - Plan View

Fielders Prominence™ - Figure PR ID NC - P04-09 - Typical Roof Cladding Setout - Unsupported - Plan View

Figure PR ID NC - P04-09 - Typical Roof Cladding Setout - Unsupported - Plan View

Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P09-03 Window Jamb Detail - Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Figure PR ID NC - P09-03 - Window Jamb Detail - Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Top of Wall Eave Detail - Overhang - Unsupported - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P09-07 - Top of Wall Eave Detail - Overhang - Unsupported - Vertical Fix

Figure PR ID NC - P09-07 - Top of Wall Eave Detail - Overhang - Unsupported - Vertical Fix

Ridge Detail - Unsupported - Panel

Fielders Prominence™ - Figure PR ID NC - P10-01 - Ridge Detail - Unsupported - Panel

Figure PR ID NC - P10-01 - Ridge Detail - Unsupported - Panel

Valley Detail - Unsupported - Panel

Fielders Prominence™ - Figure PR ID NC - P10-03 - Valley Detail - Unsupported - Panel

Figure PR ID NC - P10-03 - Valley Detail - Unsupported - Panel

Gable Detail - Unsupported - Roof and Wall - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P10-05 - Gable Detail - Unsupported - Roof and Wall - Vertical Fix

Figure PR ID NC - P10-05 - Gable Detail - Unsupported - Roof and Wall - Vertical Fix

Parapet Wall Detail - Unsupported - Panel - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P12-03 - Parapet Wall Detail - Unsupported - Panel - Vertical Fix

Figure PR ID NC - P12-03 - Parapet Wall Detail - Unsupported - Panel - Vertical Fix

Vertical Fix Wall to Roof - Unsupported - Side View

Fielders Prominence™ - Figure PR ID NC - P12-11 - Vertical Fix Wall to Roof - Unsupported - Side View

Figure PR ID NC - P12-11 - Vertical Fix Wall to Roof - Unsupported - Side View

Vertical Fix Wall to Roof - Unsupported - End View

Fielders Prominence™ - Figure PR ID NC - P12-15 - Vertical Fix Wall to Roof - Unsupported - End View

Figure PR ID NC - P12-15 - Vertical Fix Wall to Roof - Unsupported - End View

A wider range of construction details covering fixing to ply substrate etc is available for download at https://specifying.fielders.com.au/downloads.

Typical Wall Cladding Setout - Unsupported - Plan View - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P04-05 - Typical Wall Cladding Setout - Unsupported - Plan View - Vertical Fix

Figure PR ID NC - P04-05 - Typical Wall Cladding Setout - Unsupported - Plan View - Vertical Fix

Typical Wall Cladding Setout - Unsupported - Sectional View - Vertical

Fielders Prominence™ - Figure PR ID NC - P04-06 - Typical Wall Cladding Setout - Unsupported - Sectional View - Vertical

Figure PR ID NC - P04-06 - Typical Wall Cladding Setout - Unsupported - Sectional View - Vertical

External Corner Detail - Unsupported - Panel - Vertical Underlap

Fielders Prominence™ - Figure PR ID NC - P05-04 - External Corner Detail - Unsupported - Panel - Vertical Underlap

Figure PR ID NC - P05-04 - External Corner Detail - Unsupported - Panel - Vertical Underlap

Internal Corner Detail - Unsupported - Panel - Vertical Fix Underlap

Fielders Prominence™ - Figure PR ID NC - P06-04 - Internal Corner Detail - Unsupported - Panel - Vertical Fix Underlap

Figure PR ID NC - P06-04 - Internal Corner Detail - Unsupported - Panel - Vertical Fix Underlap

Wall Closure Detail - Unsupported - Panel - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P07-03 - Wall Closure Detail - Unsupported - Panel - Vertical Fix

Figure PR ID NC - P07-03 - Wall Closure Detail - Unsupported - Panel - Vertical Fix

Wall Base Detail - Unsupported - Panel - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P08-03 - Wall Base Detail - Unsupported - Panel - Vertical Fix

Figure PR ID NC - P08-03 - Wall Base Detail - Unsupported - Panel - Vertical Fix

Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P09-03 - Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Figure PR ID NC - P09-03 - Top of Wall Eave Detail - Zero Overhang - Unsupported - Vertical Fix

Gable Detail - Typical Roof Sheeting with Unsupported Wall - Horizontal Fix

Fielders Prominence™ - Figure PR ID NC - P10-07 - Gable Detail - Typical Roof Sheeting with Unsupported Wall - Horizontal Fix

Figure PR ID NC - P10-07 - Gable Detail - Typical Roof Sheeting with Unsupported Wall - Horizontal Fix

Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 1

Fielders Prominence™ - Figure PR ID NC - P11-03a - Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 1

Figure PR ID NC - P11-03a - Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 1

Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 2

Fielders Prominence™ - Figure PR ID NC - P11-03b - Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 2

Figure PR ID NC - P11-03b - Window Jamb Detail - Unsupported - Panel - Vertical Fix - Option 2

Window Sill Detail - Unsupported - Panel - Vertical Fix

Fielders Prominence™ - Figure PR ID NC - P11-07 - Window Sill Detail - Unsupported - Panel - Vertical Fix

Figure PR ID NC - P11-07 - Window Sill Detail - Unsupported - Panel - Vertical Fix

Window Head Detail - Unsupported - Panel - Vertical Fix - Option 1

Fielders Prominence™ - Figure PR ID NC - P11-01a - Window Head Detail - Unsupported - Panel - Vertical Fix - Option 1

Figure PR ID NC - P11-01a - Window Head Detail - Unsupported - Panel - Vertical Fix - Option 1

Window Head Detail - Unsupported - Panel - Vertical Fix - Option 2

Fielders Prominence™ - Figure PR ID NC - P11-01b - Window Head Detail - Unsupported - Panel - Vertical Fix - Option 2

Figure PR ID NC - P11-01b - Window Head Detail - Unsupported - Panel - Vertical Fix - Option 2

A wider range of construction details covering fixing to ply substrate and horizontal installation etc is available for download at https://specifying.fielders.com.au/downloads.

Ancillary Construction / Installation details

Typical Dressed End Capping Without Gutter

PROMINENCE™ NON-CYCLONIC Installation Details Typical Capping Without Gutter Figure PR ID NC 013

Figure PR ID NC 013

Note:
Consider profiled close cell foam infill for high wind areas.

Foam Infills

Prominence™ Non-Cyclonic Foam Infills

Figure PR ID NC 037

Note:
80mm wide x 40mm high x 1.2m long closed cell foam infills maybe cut to size on site and installed under ridge and hip flashings should be considered for additional weather proofing in high wind areas.

Roof to Wall Mansard Connection Detail 1

Step 1 - Rib Caps Cut and Folded from Flat Sheet

Development of Cap on Flat Sheet

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 1 Step 1 - Rib Caps Cut and Folded from Flat Sheet Figure PR ID NC 029

Figure PR ID NC 029

Step 2

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 1 Step 2 Figure PR ID NC 030

Figure PR ID NC 030

Step 3

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 1 Step 3 Figure PR ID NC 031

Figure PR ID NC 031

Roof to Wall Connection Detail 2

Step 1 

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 2 Step 1 Figure PR ID NC 032

Figure PR ID NC 032

Step 2

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 2 Step 2 Figure PR ID NC 033

Figure PR ID NC 033

Step 3

PROMINENCE™ NON-CYCLONIC Roof to Wall Connection Detail 2 Step 3 Figure PR ID NC 034

Figure PR ID NC 034

Installation Details: Typical Panel Turndown

  1. Panels requiring field hemmed ends should be fabricated 25mm longer than the finished panel length. Valley conditions must be field cut to the appropriate angle.
  2. Cut back panel joints 25mm.
  3. Place protruding pan into the panel hemming tool. The front edge of the tool must rest against the notched joint legs on both sides.
  4. While maintaining pressure against the panel joints, rotate the hemming tool as close to 90° as possible.

PROMINENCE™ NON-CYCLONIC Installation Details: Typical Panel Turndown Figure PR ID NC 035

Figure PR ID NC 035

Installation Details: Typical Stop End

 

  1. Place pan into the panel stop end tool. The front edge of the tool must rest between the ribs.
  2. While maintaining pressure against the panel, rotate the stop end tool as close to 90° as possible.
  3. Inspect completed bend.

PROMINENCE™ NON-CYCLONIC Installation Details: Typical Stop End Figure PR ID NC 036

Figure PR ID NC 036

Oil Canning

Oil canning is a characteristic of thin gauge cold formed metal products which is caused by internal stresses within the metal. There are many factors that influence the degree of oil canning and more information can be found here.

To assist in minimising the effects of oil canning in Prominence™ it is recommended that panel lengths are kept to under 9m. If longer lengths are required please discuss with Fielders.

For further information about Oil Canning, please refer to our Oil Canning reference page.

Insulation

Care needs to be taken when installing insulation with roof sheeting. When insulation thickness 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 penetrate the 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 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.

PROMINENCE™ NON-CYCLONIC Insulation PR INS NC 001

PR INS NC 001

Note:
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