KingKlip® 700 Cyclonic

About KingKlip® 700

With KingKlip® 700 the possibilities are endless. Providing ultimate flexibility, it is perfect for both curved and flat roofs. As one of the widest concealed-fixed decking products available, KingKlip® 700 boasts an impressive width of 700mm and is available in a variety of lengths thanks to Fielders® Mobile Mill. Offered in cyclonic regions using Fielders® concealed-fix Mk3 SuperKlip, or alternatively crest fixed to steel supports using Hex Head screws.

KingKlip® 700 is the perfect commercial roofing solution, offering the best in size, watertightness, and strength. Available in an extensive range of light and heavy-duty gauge COLORBOND® steel colours, KingKlip® 700 provides faster installation, larger sheets, extra strength and fewer laps than alternative conventional screw fixed roofs.

KINGKLIP 700® CYCLONIC Profile

KINGKLIP 700® CYCLONIC Profile Cross Section

Availability

KINGKLIP 700® CYCLONIC Availability Map

Only produced in Darwin, NT.

Material Specifications

PropertyNotes
Base Metal Thickness (mm)0.420.48BMT
Total Coated Thickness (mm)0.47*0.53*TCT
Mass / Unit LengthZINCALUME®3.263.70kg/m
COLORBOND®3.32*3.76*
Mass / Unit AreaZINCALUME®4.665.28kg/m2
COLORBOND® 4.74*5.37*
2nd moment of area about principal axis (103 mm4)Ix7788
Iy1846021100
Section modulus about principal axis (103 mm3)Zx23
Zy5057
Warping Constant (109 mm6)Iw45
Torsion Constant (mm4)J2335
Minimum Yield StrengthG550Base Steel Designation
Coating ClassZ600 (Heritage Galvanised)
AM100 (COLORBOND® Steel)
AM125 (ZINCALUME®)
AM150 (COLORBOND® Ultra Steel)
Z450 (Galvanised)		Minimum Coating g/m2
Coverage (mm)700
ToleranceSheet Length ±7mm Cover Width ±4mm
Thermal Expansion2.9mm average per 5m at 50°C change
Table KK MS 001 - KingKlip 700®
Notes:
  1. KingKlip 700® 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.
  2. The sectional properties are theoretical values per sheet width. These properties are gross values only.
  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".

KINGKLIP 700® CYCLONIC Rainfall Capacity Figure KK RC CY 001
Figure KK RC CY 001

Maximum Roof Length (m)

Roof Slope
(degrees)		Rainfall Capacity (mm/hr)
100150200250300350400
120813810483695952
2294196147118988473
336024018014412010390
4416277208166139119104
5465310232186155133116
Table KK RL CY 001 - KingKlip 700® Cyclonic
 

KingKlip 700® Cyclonic Clip Fixed

KINGKLIP 700® Cyclonic Clip Fixed Mk3 SuperKlip

Mk3 SuperKlip

 

Cyclonic Testing Clip Fixed

Fielders® have undertaken cyclonic testing of the KingKlip 700® profile in accordance with the Low-High-Low (LHL) cyclonic testing method in the NCC (BCA). The cyclonic wind load capacities for KingKlip 700® roofing profile is shown in the table below.

Wind Load Capacity Strength Limit State Design: building heights ≤ 5m: Clip Fixed: 0.42mm BMT

Span (mm)Single Span (kPa)Double Span (kPa)Multiple Spans (kPa)
End Internal
9009.287.435.525.52
12005.785.424.385.35
15003.913.983.424.39
18003.073.112.643.59
2100---2.95
Table KK WC CY 001A - KingKlip 700® Cyclonic
Note:
  1. Serviceability pressures can be found in the non-cylconic section.
  2. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
  3. Values are based on min. 6 fixings per clip into steel supports with a minimum base metal thickness on 1.5mm
 

Wind Load Capacity Strength Limit State Design: building heights ≤ 5m: Clip Fixed: 0.48mm BMT

Span (mm)Single Span (kPa)Double Span (kPa)Multiple Spans (kPa)
End Internal
900--6.296.29
12006.715.934.946.07
15004.584.573.834.95
18003.223.52.934.01
21002.612.71-3.27
Table KK WC CY 001B - KingKlip 700® Cyclonic
Note:
  1. Serviceability pressures can be found in the non-cylonic section.
  2. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
  3. Values are based on min. 6 fixings per clip into steel supports with a minimum base metal thickness on 1.5mm
 

 

Figure KK CY 004 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.

KINGKLIP 700® CYCLONIC Figure KK CY 004 End Spans, Internal Spans and Overhangs

Figure KK CY 004 End Spans, Internal Spans and Overhangs

Cyclonic Load Span Tables: Region C: Clip Fixed

Maximum Allowable Roof Spans* in Region C ≤ 5m

KINGKLIP 700® Maximum Allowable Roof Spans* in Region C ≤ 5.0m

Maximum Allowable Roof Spans for building heights ≤ 5m: Clip Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181440145012801600
F - 5.35125012109701230
G - 6.5311201020-920
2.5D - 3.541600163014701840
F - 4.541370137011801480
G - 5.54123011809201180
Wind Loading Design Parameters
+
Max. Roof Pitch <10º
   Pa,r = 1:500
   Va = 66m/s for Region C
   Va = 88m/s for Region D
   Md = 1.00
   Fc = 1.05
   Ms = 1.00
External Pressure Coefficient:
   Cp,e = -0.9
Internal Pressure Coefficient:
   Cp,i = 0.7
Local Pressure Factors:
   Kl = 2.0 for Area G and 1.5 for Area F local pressure factors
*Pressure is total ultimate value in accordance with AS1170.2-2011

Table KK RS CY 001A - KingKlip 700® Cyclonic - Region B
Notes:
  1. Values are based on min. 6 fixings per clip into steel supports with a minimum base metal thickness on 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights ≤ 5m: Clip Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181570160014001740
F - 5.351380132011001390
G - 6.53122010808501090
2.5D - 3.541710179015901980
F - 4.541510151013001620
G - 5.541350128010501340
Wind Loading Design Parameters
+
Max. Roof Pitch <10º
   Pa,r = 1:500
   Va = 66m/s for Region C
   Va = 88m/s for Region D
   Md = 1.00
   Fc = 1.05
   Ms = 1.00
External Pressure Coefficient:
   Cp,e = -0.9
Internal Pressure Coefficient:
   Cp,i = 0.7
Local Pressure Factors:
   Kl = 2.0 for Area G and 1.5 for Area F local pressure factors
*Pressure is total ultimate value in accordance with AS1170.2-2011

Table KK RS CY 001B - KingKlip 700® Cyclonic - Region B
Notes:
  1. Values are based on min 6 fixings per clip into steel supports with a minimum base metal thickness on 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans* in Region C 5m-10m

KINGKLIP 700® CYCLONIC Maximum Allowable Roof Spans* in Region C 5.0m –10.0 m

Maximum Allowable Roof Spans for building heights 5m-10m: Clip Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631360135011501450
F - 5.93118011108301070
G - 7.231050930-750
2.5D - 4.131450146012901610
F - 5.30126012209801240
G - 6.4612301030-940
Wind Loading Design Parameters
+
Max. Roof Pitch <10º
   Pa,r = 1:500
   Va = 66m/s for Region C
   Va = 88m/s for Region D
   Md = 1.00
   Fc = 1.05
   Ms = 1.00
External Pressure Coefficient:
   Cp,e = -0.9
Internal Pressure Coefficient:
   Cp,i = 0.7
Local Pressure Factors:
   Kl = 2.0 for Area G and 1.5 for Area F local pressure factors
*Pressure is total ultimate value in accordance with AS1170.2-2011

Table KK RS CY 002A - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on min 6 fixings per clip into steel supports with a minimum base metal thickness on 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights 5m-10m: Clip Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631490148012801590
F - 5.93130012009801240
G - 7.231140960-940
2.5D - 4.131580161014101760
F - 5.301390133011201400
G - 6.46123011008701110
Wind Loading Design Parameters
+
Max. Roof Pitch <10º
   Pa,r = 1:500
   Va = 66m/s for Region C
   Va = 88m/s for Region D
   Md = 1.00
   Fc = 1.05
   Ms = 1.00
External Pressure Coefficient:
   Cp,e = -0.9
Internal Pressure Coefficient:
   Cp,i = 0.7
Local Pressure Factors:
   Kl = 2.0 for Area G and 1.5 for Area F local pressure factors
*Pressure is total ultimate value in accordance with AS1170.2-2011

Table KK RS CY 002B - KingKlip 700® Cyclonic - Region C
 

KINGKLIP 700® CYCLONIC Wind Load Capacity - Strength Limit State Design Figure KK CY Local Pressure Factors 003

Figure KK CY Local Pressure Factors 003

Note:
1. The value of ‘a’ is the minimum of 0.2 breadth, 0.2 width or 0.2 height.
2. Local pressure factors are not applicable at the ridge where the roof pitch is less than 10°.

KingKlip Screw Fixed

KINGKLIP 700® KingKlip Screw Fixed

Cyclonic Testing Screw Fixed

Fielders® have undertaken cyclonic testing of the KingKlip 700® profile in accordance with the Low-High-Low (LHL) cyclonic testing method in the NCC (BCA). The cyclonic wind load capacities for KingKlip 700® roofing profile is shown in the table below.

Wind Load Capacity: Strength Limit State Design

KINGKLIP 700® Wind Load Capacity - Strength Limit State Design

Wind Load Capacity: Strength Limit State Design: Screw Fixed: 0.42mm BMT

Span (mm)Single Span (kPa)Double Span (kPa)Multiple Spans (kPa)
EndInternal
9009.356.185.05-
12005.834.584.014.89
15004.043.453.514.02
18002.992.812.443.24
2100---2.57
Table KK WC CY 002A - KingKlip 700® Cyclonic
Notes:
  1. Serviceability pressures can be found in the non-cylonic section.
  2. Values in italics are estimates based on trend lines fitted to the test data.
 

Wind Load Capacity: Strength Limit State Design: Screw Fixed: 0.48mm BMT

Span (mm)Single Span (kPa)Double Span (kPa)Multiple Spans (kPa)
EndInternal
900--5.37-
12006.664.944.495.24
15004.984.033.514.49
18003.753.212.443.71
21002.982.50-2.89
Table KK WC CY 002B - KingKlip 700® Cyclonic
Notes:
  1. Serviceability pressures can be found in the non-cylonic section.
  2. Values in italics are estimates based on trend lines fitted to the test data.
 

 

Figure KK CY 004 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.

KingKlip 700® CYCLONIC Figure KK CY 004 End Spans, Internal Spans and Overhangs

Figure KK CY 004 End Spans, Internal Spans and Overhangs

Cyclonic Load Span Tables: Region C: Screw Fixed

Maximum Allowable Roof Spans* in Region C ≤ 5m

KingKlip 700® CYCLONIC Maximum Allowable Roof Spans* in Region C ≤ 5.0m

Maximum Allowable Roof Spans for building heights ≤ 5m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181450125011501400
F - 5.35125010008501050
G - 6.531100850600800
2.5D - 3.541600145014001650
F - 4.541350115010501300
G - 5.5412001000800800
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 005A - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights ≤ 5m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181650140012001550
F - 5.35140011009001150
G - 6.531200850700900
2.5D - 3.541850165014001800
F - 4.541550130011001450
G - 5.54135010509001100
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 005B - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans* in Region C 5m-10m

KINGKLIP 700® Maximum Allowable Roof Spans* in Region C 5.0m – 10.0m

Maximum Allowable Roof Spans for building heights 5m-10m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631350115010501250
F - 5.931150900700900
G - 7.231050650500650
2.5D - 4.131450125012001450
F - 5.30125010008501100
G - 6.461100850600800
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 006A - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights 5m-10m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631550130011001400
F - 5.9313009508001000
G - 7.231100700600750
2.5D - 4.131650145012501600
F - 5.30140011009501200
G - 6.461200850700900
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 006B - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans* in Region C ≤ 5m

KingKlip 700® Cyclonic Maximum Allowable Wall Spans* in Region C ≤ 5.0m

Maximum Allowable Wall Spans for building heights ≤ 5m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181600140014001650
F - 5.351400120011001350
G - 6.53125010008501100
2.5D - 3.541800155016501900
F - 4.541550130013501600
G - 5.541400115011001350
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 005A - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans for building heights ≤ 5m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.181850160014501850
F - 5.351600135011501500
G - 6.53140011009501200
2.5D - 3.542100185016502050
F - 4.541800160013501750
G - 5.541600135011501450
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 005B - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans* in Region C 5m-10m

KingKlip 700® Cyclonic Maximum Allowable Wall Spans* in Region C 5.0m – 10.0m

Maximum Allowable Wall Spans for building heights 5m-10m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631500135012501500
F - 5.93130011009501200
G - 7.231200950750950
2.5D - 4.131600150014001650
F - 5.301400120011001350
G - 6.46125010509001100
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 006A - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans for building heights 5m-10m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 4.631750150013001650
F - 5.931500120010501300
G - 7.23130010008001050
2.5D - 4.131850165014501850
F - 5.301600135011501500
G - 6.46140011509501250
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 006B - KingKlip 700® Cyclonic - Region C
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Cyclonic Load Span Tables: Region D: Screw Fixed

Maximum Allowable Roof Spans* in Region D ≤ 5m

KINGKLIP 700® Maximum Allowable Roof Spans* in Region C ≤ 5.0m

Maximum Allowable Roof Spans for building heights ≤ 5m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 6.661100850600750
F - 8.54950650350500
G - 10.41800550-300
2.5D - 5.6512009507501000
F - 7.241050750500650
G - 8.83900650300450
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 007A - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights ≤ 5m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 6.661200800650850
F - 8.541000450400550
G - 10.41850--350
2.5D - 5.65135010008501100
F - 7.241100700600750
G - 8.831000450400500
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 007B - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans* in Region D 5m-10m

KingKlip 700® CYCLONIC Maximum Allowable Roof Spans* in Region D 5.0m – 10.0m

Maximum Allowable Roof Spans for building heights 5m-10m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 7.3810007504501250
F - 9.46900600-900
G - 11.54750500-650
2.5D - 6.5911008506001450
F - 8.459506503501050
G - 10.30850550-800
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 008A - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Roof Spans for building heights 5m-10m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 7.381100650550700
F - 9.46950350350400
G - 11.54800---
2.5D - 6.591200800700850
F - 8.451000500450550
G - 10.30900--350
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK RS CY 008B - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans* in Region D ≤ 5m

KINGKLIP 700® CYCLONIC Maximum Allowable Roof Spans* in Region D ≤ 5.0m

Maximum Allowable Wall Spans for building heights ≤ 5m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 6.6612009508001000
F - 8.541050800550700
G - 10.41950700350500
2.5D - 5.651350110010001200
F - 7.241150900700900
G - 8.831050800500700
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 007A - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans for building heights ≤ 5m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 6.66135010508501100
F - 8.541150750600800
G - 10.411000500450550
2.5D - 5.651500125010501300
F - 7.2413009508001050
G - 8.831150750600750
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 007B - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans* in Region D 5m-10m

KingKlip 700® CYCLONIC Maximum Allowable Roof Spans* in Region D 5.0m – 10.0m

Maximum Allowable Wall Spans for building heights 5m-10m: Screw Fixed: 0.42mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 7.381150900650850
F - 9.461000750400600
G - 11.54900600-400
2.5D - 6.59120010008001000
F - 8.451050800550700
G - 10.30950700350500
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 008A - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

Maximum Allowable Wall Spans for building heights 5m-10m: Screw Fixed: 0.48mm BMT

Terrain CategoryRoof Area
Notation &
Uplift (kPa)*		Single
Span (mm)		Double
Span (mm)		Multiple Spans (mm)
EndInternal
1 & 2D - 7.381250900750950
F - 9.461050600500650
G - 11.54950350350450
2.5D - 6.59135010508501100
F - 8.451150750600800
G - 10.301000500450600
Wind Loading Design Parameters
+
Design Life 50 years
Importance Level 2
Maximum Roof Height H = 5, 10m
External Pressure Coefficients:
   Cp,e = -0.65 (walling)
   Cp,e = -0.90 (roofing)
Internal Pressure Coefficient:
   Cpi = 0.7
Local Pressure Factors:
   Kl = 2.0, 1.5, 1.0
   Ms = Mt = Md = 1.0

Table KK WS CY 008B - KingKlip 700® Cyclonic - Region D
Notes:
  1. Values are based on fixing into steel supports with a minimum thickness of 1.5mm.
  2. Values in italics are estimates based on trend lines fitted to the test data.
  3. Values are based on installation of safety mesh and 50mm insulation blanket under the sheeting. For insulation thickness greater than 50mm roof spacer systems should be utilised.
 

KingKlip 700® CYCLONIC Figure KK CY Local Pressure Factors 003

Figure KK CY Local Pressure Factors 003

Note:
1. The value of ‘a’ is the minimum of 0.2 breadth, 0.2 width or 0.2 height.
2. Local pressure factors are not applicable at the ridge where the roof pitch is less than 10°.

Fastening

Clip specifications may vary from state to state, refer to your local Fielders’ representative for clarification.

Recommended Fasteners

Fixing SupportsClip FixingScrew FixingEdge Restraint
Steel 1.5mm12g-14x20mm Hex Head Tek Screws14g-10x75mm Hex Head Tek Screws with galvanised profiled washer and 250x1.0mm seal14g-10x75mm Hex Head Tek Screws with high rib cyclone washer assembly
Table KK RF CY 001 - KingKlip 700® Cyclonic
 

Clip Fixing

Fasteners must be selected to match the life expectancy of the cladding material. Recommendations from fastener manufacturers should be sought. Only fasteners complying with AS 3566:2002 and those that are compatible with the roofing material should be used for its fastening.

Figure KK CY 005 Mk3 SuperKlip KingKlip® Clip Fix Clipping System 

Figure KK CY 005 Mk3 SuperKlip KingKlip® Clip Fix Clipping System 

KingKlip 700® CYCLONIC Figure KK CY Clip Fixing Detail 006

Figure KK CY Clip Fixing Detail 006

Notes:
1. Use six (6) fasteners per clip.

Screw Fixing

KingKlip 700® can be crest fixed to steel supports for both roofing and walling applications. Fasteners should not be located less than 30mm from the ends of the sheets.

KingKlip 700® CYCLONIC Figure KK CY Screw Fixing Detail 007

Figure KK CY Screw Fixing Detail 007

Notes:
1. Provide screw at every rib.

Insulation

Care needs to be taken when installing insulation with roof sheeting. When insulation thickness up to 50mm are installed the screws detailed in Table KK RF CY 001 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 as much as the screws detailed in Table KK RF CY 001 do without insulation. For insulation thicknesses greater than 50mm 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.

KingKlip 700® Installation Procedure with Mk3 SuperKlip

Refer to "Maintenance and Care" for general handling instructions.

Step 1

Fix the first two clips, with the arrow on the clip pointing towards the area to be laid, perpendicular to the gutter in a straight line using the correct fasteners. Use a string line or the edge of the first sheet to ensure straightness. Care should be taken so that the overlap is facing away from the prevailing wind.

Step 2

Locate the first sheet above the clips ensuring that the overhang into the gutter is correct. Push downwards on the sheet until the decking is secured at every clip. Do not use excessive force.

Step 3

Locate the next clip. Align the holes on the two clips and fasten with screw. Insert all screws for the clip. Fasten all clips in this manner.

Step 4

Lay the next sheet of KingKlip 700® as previously. Checks should be made periodically to ensure the decking is installed squarely. This can be done by comparing the coverage at the ridge and gutter line. At the end of the purlins, cut the deck and the clip to suit.

Step 5

Turn up KingKlip 700® pans at the ridge line. On lower pitches, pans should be turned down at gutter line.

KingKlip 700® CYCLONIC Installation Guide Step 5

Step 6

Flash the roof with compatible products using F10 bracket and sliding brackets, to allow for thermal expansion and contraction.

KingKlip 700® CYCLONIC Installation Guide Step 6

Step 7

Clean the roof daily during construction as per Fielders® maintenance guide, removing all swarf, pop rivets and fasteners.

Note:
1. Foot traffic should be restricted to the pans of the decking.

Turning of Roof Sheeting Ends

Refer to section “Flashings, Cappings & Ends of Sheets”.

 

Designing Without Step Joints

Refer to section "Long Length Roofing Solutions".

 

Maximum Sheet Length

See section “Thermal Expansion and Contraction of Steel Sheeting”.

 

Curving KingKlip 700®

 

For details regarding spring, crank and smooth curving of KingKlip 700® sheets, please see section “Curving of Steel Decks”.

KingKlip 700® Flashings & Details

Masonry Parapet Side Wall (Low)

KingKlip 700® CYCLONIC Flashings & Details Masonry Parapet Side Wall (Low) Product Code: KF1

Product Code: KF1

Masonry Parapet Side Wall (High)

KingKlip 700® CYCLONIC Flashings & Details Masonry Parapet Side Wall (High) Product Code: KF2

Product Code: KF2

Apron Flashings

KingKlip 700® CYCLONIC Flashings & Details Apron Flashings Product Code: KF3 GIRTH 330

Product Code: KF3
GIRTH 330

Overflashing

KingKlip 700® Overflashing Product Code: KF4 Girth 112

Product Code: KF4
Girth 112

Headwall Apron Flashing

KingKlip 700® CYCLONIC Flashings & Details Headwall Apron Flashing Product Code: KF5 Girth 350

Product Code: KF5
Girth 350

Soaker Gutter

KingKlip 700® CYCLONIC Flashings & Details Soaker Gutter Product Code: KF6 Girth 350

Product Code: KF6
Girth 350

Soffit Corner Flashing

KingKlip 700® CYCLONIC Flashings & Details Soffit Corner Flashing Product Code: KF7 Girth 211

Product Code: KF7
Girth 211

Shoe Flashing

KingKlip 700® CYCLONIC Flashings & Details Shoe Flashing Product Code: KF8

Product Code: KF8

Valley Gutter

KingKlip 700® CYCLONIC Flashings & Details Valley Gutter Product Code: KF11 Girth 340

Product Code: KF11
Girth 340

Under Over Flashing

KingKlip 700® CYCLONIC Flashings & Details Under Over Flashing Product Code: KF12 Girth 330

Product Code: KF12
Girth 330

Mansard Roof Flashing

KingKlip 700® CYCLONIC Flashings & Details Mansard Roof Flashing Product Code: KF13 Girth 330

Product Code: KF13
Girth 330

Industrial Door Jamb Flashing

KingKlip 700® CYCLONIC Flashings & Details Industrial Door Jamb Flashing Product Code: KF14 Girth 182

Product Code: KF14
Girth 182

Apex Capping
Type 1

KingKlip 700® CYCLONIC Flashings & Details Apex Capping Type 1 Product Code: KF17 Girth 300

Product Code: KF17
Girth 300

Apex Capping
Type 2

KingKlip 700® CYCLONIC Flashings & Details Apex Capping Type 2 Product Code: KF18 Girth 285

Product Code: KF18
Girth 285

Back Channel

KingKlip 700® CYCLONIC Flashings & Details Back Channel Product Code: KF19 Girth 130

Product Code: KF19
Girth 130

Barge Capping Steel Construction

KingKlip 700® CYCLONIC Flashings & Details Barge Capping Steel Construction Product Code: KF20 Girth 300

Product Code: KF20
Girth 300

Barge Capping

KingKlip 700® CYCLONIC Flashings & Details Barge Capping Product Code: KF22 Girth 300

Product Code: KF22
Girth 300

Framed Parapet Capping

KingKlip 700® CYCLONIC Flashings & Details Framed Parapet Capping Product Code: KF23

Product Code: KF23

Two Piece Step Flashing

KingKlip 700® CYCLONIC Flashings & Details Two Piece Step Flashing Product Code: KF24

Product Code: KF24

Sliding Bracket

KingKlip 700® CYCLONIC Flashings & Details Sliding Bracket Product Code: KF25

Product Code: KF25
Table KK FD CY 001

Notes:
1. * denotes size to be determined by application. All sizes are in mm and should be used as a guide only. They should be measured on-site to determine actual size.
2. S.B. denotes ‘Slight Break’.
3. Also refer to “Typical Roofing Details”.

KingKlip® 700 Sliding Bracket for Flashing Installation

The installation of this flashing must allow for movement between the roof sheeting and the wall parallel to the edge of the sheeting. The following fixing procedures are recommended.

Note: Where overlaps occur on the roof a corresponding overlap is to be made in the barge flashing. Be careful when moving between supports. Do not walk in the pan immediately adjacent to flashings or translucent sheeting. Walk at least one pan away.

Typical Barge Flashing Detail

typical-barge-flashing

 

 

Sliding Bracket Assembly

sliding-bracket-assembly

Typical Flashing (i.e Barge Flashing) fixed to Sliding Bracket Clip

flashing-fixed-sliding-bracket

*Notes:
1. Locate sliding bracket away from supports
2. Spacing of sliding bracket as per AS 1562.1
Cyclonic wind regions: 500mm centres (max)
Non cyclonic wind regions: No more than support spacings
3. *Clearance to prevent fastener interferences
4. Barge dimensions and positioning to cladding to comply
with relevant standards, legislation and accepted trade
practice.

 

Installation Procedure

Step One

Screw fix Sliding Bracket Bases to rib of roof sheeting at nominated spacings.

Sliding-Clip-Assembly-1

Step Two

Slide Sliding Bracket Caps over the top of the Sliding Bracket Bases.

Sliding-Clip-Assembly-2

Step Three

Install barge flashing side support bracket at nominated spacings

Sliding-Clip-Assembly-3

Step Four

Lay barge flashing in place and fix to centre of Sliding Bracket Caps

Sliding-Clip-Assembly-4