Prominence™ Non-Cyclonic

PROMINENCE™ NON-CYCLONIC_National-Anzac-Centre

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)0.550.750.550.75BMT
Total Coated Thickness (mm)0.60*0.80*0.60*0.80*TCT
Mass / Unit LengthZINCALUME®1.832.412.753.61kg/m
COLORBOND®1.86*2.44*2.80*3.70*
Mass / Unit AreaZINCALUME®6.919.095.926.88kg/m2
COLORBOND®7.02*9.21*6.02*6.97*
Coverage265265465465mm
Minimum Yield StrengthG300
Coating ClassAM100 - COLORBOND®
AM100 - COLORBOND® Metallic
AM125 - ZINCALUME®
AM150 - COLORBOND® Ultra
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.

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

PlywoodSteel Batten
Cover Width
(mm)
Serv. (kPa)Strength (kPa)Spacing (mm)Serv. (kPa)Strength (kPa)
2651.074.236001.074.23
465*0.403.354500.403.35
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)
  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)

Non-Cyclonic Load Span Tables

The design pressures and allowable spans have been determined from tests carried out in accordance with the following Australian Standards: AS 1562.1:1992, "Design and installation of sheet roof and wall cladding - Metal" and AS 4040:1992, "Methods of testing sheet roof and wall cladding".

Maximum Recommended Roof Cladding Span

Cover
(mm)
Base Metal
Thickness (mm)
Single (mm)End (mm)Internal (mm)
2650.55600600600
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 plywood fixed at 450mm c/c max.

Maximum Recommended Wall Cladding Span

Cover
(mm)
Base Metal
Thickness (mm)
Single (mm)End (mm)Internal (mm)
2650.559009001200
0.75100010001300
4650.55450450450
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.

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. 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

Window Details - Horizontal Panels

HORIZONTAL PANEL AROUND OPENING

PROMINENCE™ NON-CYCLONIC Installation Details Window Details - Horizontal Panels Figure PR ID NC 003

Figure PR ID NC 003

Horizontal Panel Sections

SECTION A-A HEAD

PROMINENCE™ NON-CYCLONIC Installation Details Horizontal Panel Sections SECTION B-B SILL

SECTION B-B SILL

PROMINENCE™ NON-CYCLONIC Installation Details Horizontal Panel Sections SECTION C-C JAMB

SECTION C-C JAMB

PROMINENCE™ NON-CYCLONIC Installation Details Horizontal Panel Sections Figure PR ID NC 004

Figure PR ID NC 004

Note:
Head and sill flashings to be turned up and down behind jamb flashing

Window Details - Vertical Panels

VERTICAL PANEL AROUND OPENING

PROMINENCE™ NON-CYCLONIC Installation Details Window Details - Vertical Panels Figure PR ID NC 005

Figure PR ID NC 005

Vertical Panel Sections

SECTION A-A HEAD

PROMINENCE™ NON-CYCLONIC Installation Details Vertical Panel Sections SECTION B-B SILL Figure PR ID NC 006

SECTION B-B SILL

PROMINENCE™ NON-CYCLONIC Installation Details Vertical Panel Sections SECTION C-C JAMB Figure PR ID NC 006

SECTION C-C JAMB

PROMINENCE™ NON-CYCLONIC Installation Details Vertical Panel Sections Figure PR ID NC 006

Figure PR ID NC 006

Note:
Head and sill flashings to be turned up and down behind jamb flashing

Corner Construction - Horizontal Panels

INTERNAL CORNER

PROMINENCE™ NON-CYCLONIC Installation Details Corner Construction - Horizontal Panels EXTERNAL CORNER Figure PR ID NC 007

EXTERNAL CORNER

PROMINENCE™ NON-CYCLONIC Installation Details Corner Construction - Horizontal Panels Figure PR ID NC 007

Figure PR ID NC 007

Corner Construction - Vertical Panels

INTERNAL CORNER

PROMINENCE™ NON-CYCLONIC Installation Details Corner Construction - Vertical Panels INTERNAL CORNER Figure PR ID NC 008

EXTERNAL CORNER

PROMINENCE™ NON-CYCLONIC Installation Details Corner Construction - Vertical Panels EXTERNAL CORNER Figure PR ID NC 008

Figure PR ID NC 008

Foot Mould and Bottom of Facade

FOOT MOULD
HORIZONTAL PANELS

PROMINENCE™ NON-CYCLONIC Installation Details Foot Mould and Bottom of Facade  FOOT MOULD
HORIZONTAL PANELS Figure PR ID NC 009

FOOT MOULD
VERTICAL PANELS

PROMINENCE™ NON-CYCLONIC Installation Details Foot Mould and Bottom of Facade  FOOT MOULD VERTICAL PANELS Figure PR ID NC 009

BOTTOM OF FACADE
HORIZONTAL PANELS

PROMINENCE™ NON-CYCLONIC Installation Details Foot Mould and Bottom of Facade  BOTTOM OF FACADE HORIZONTAL PANELS  Figure PR ID NC 009

Figure PR ID NC 009

Wall Layout — Horizontal

PROMINENCE™ NON-CYCLONIC Installation Details Wall Layout — Horizontal Figure PR ID NC 010

Figure PR ID NC 010

Notes:
*For walling configurations plywood is optional. Prominence™ can be fixed directly to the framing system provided fixings do not exceed those specified in Table PR RS NC 001 (closer spacings may be required in high wind zones, confirm with Fielders). In areas where impact of the material is possible, plywood is recommended to minimise damage to the profile.

Roofing Layout

PROMINENCE™ NON-CYCLONIC Installation Details Roofing Layout Figure PR ID NC 011

Figure PR ID NC 011

Low Eave/Gutter

PROMINENCE™ NON-CYCLONIC Installation Details Low Eave/Gutter Figure PR ID NC 012

Figure PR ID NC 012

Typical Capping Without Gutter

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

Figure PR ID NC 013

PROMINENCE™ NON-CYCLONIC Installation Details Typical Capping Without Gutter Figure PR ID NC 014

Figure PR ID NC 014

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.

SUBSTRUCTURE: PLYWOOD

PROMINENCE™ NON-CYCLONIC Installation Details SUBSTRUCTURE: PLYWOOD Figure PR ID NC 015

Figure PR ID NC 015

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

SUBSTRUCTURE: METAL BATTENS

PROMINENCE™ NON-CYCLONIC Installation Details SUBSTRUCTURE: METAL BATTENS Figure PR ID NC 016

Figure PR ID NC 016

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

Typical Barge

SUBSTRUCTURE: PLYWOOD

PROMINENCE™ NON-CYCLONIC Installation Details Typical Barge SUBSTRUCTURE: PLYWOOD Figure PR ID NC 017

Figure PR ID NC 017
SUBSTRUCTURE: PLYWOOD BATTENS

PROMINENCE™ NON-CYCLONIC Installation Details Typical Barge SUBSTRUCTURE: PLYWOOD BATTENS Figure PR ID NC 018

Figure PR ID NC 018
SUBSTRUCTURE: METAL BATTENS

PROMINENCE™ NON-CYCLONIC Installation Details Typical Barge SUBSTRUCTURE: METAL BATTENS Figure PR ID NC 019

Figure PR ID NC 019

Typical Barge Capping

SUBSTRUCTURE: PLYWOOD

PROMINENCE™ NON-CYCLONIC Installation Details Typical Barge Capping SUBSTRUCTURE: PLYWOOD Figure PR ID NC 020

Figure PR ID NC 020

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

SUBSTRUCTURE: METAL BATTENS

PROMINENCE™ NON-CYCLONIC Installation Details Typical Barge Capping SUBSTRUCTURE: METAL BATTENS Figure PR ID NC 021

Figure PR ID NC 021

Note:
1. Consider profiled close cell foam infill for high wind areas.
2. 12mm CD Grade Plywood with supports at 300mm c/c max to valley area.

Typical Apron Flashing to Wall

SUBSTRUCTURE: PLYWOOD

PROMINENCE™ NON-CYCLONIC Installation Typical Apron Flashing to Wall SUBSTRUCTURE: PLYWOOD Figure PR ID NC 022

Figure PR ID NC 022
SUBSTRUCTURE: METAL BATTENS

PROMINENCE™ NON-CYCLONIC Installation Typical Apron Flashing to Wall SUBSTRUCTURE: METAL BATTENS  Figure PR ID NC 023

Figure PR ID NC 023

Typical Valley

PROMINENCE™ NON-CYCLONIC Installation Details Typical Valley Figure PR ID NC 024

Figure PR ID NC 024
PLAN VIEW

PROMINENCE™ NON-CYCLONIC Installation Details Typical Valley PLAN VIEW Figure PR ID NC 025

Figure PR ID NC 025

PROMINENCE™ NON-CYCLONIC Installation Details Typical Valley Figure PR ID NC 026

Figure PR ID NC 026

Typical Valley Over 7.5°

SUBSTRUCTURE: PLYWOOD

PROMINENCE™ NON-CYCLONIC Installation Details Typical Valley Over 7.5° SUBSTRUCTURE: PLYWOOD Figure PR ID NC 027

Figure PR ID NC 027
SUBSTRUCTURE: METAL BATTENS

PROMINENCE™ NON-CYCLONIC Installation Details Typical Valley Over 7.5° SUBSTRUCTURE: METAL BATTENS Figure PR ID NC 028

Figure PR ID NC 028

Roof to Wall 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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