THI PRODUCT ATISFIES PERFORMANCE RE UIREMENT P2.1.1 …
1
IN ACCORDANCE WITH NCC VOLUME 2 SECTION P3.10.1 Profile E E I^! coin m Knurled Surface Notes . Suitable for use with Strainit' Corrugated, Monoclad' and Longspan' roofing profiles. . Use N0 14 Type 17 screws for crest fixing the roofing profiles to the batten (refer to relevant DTC sheet associated with the cladding to be used) . All fasteners should conform to As3566 Class 4 Span tables cornm 21. o a co t6 o = 40 ^ .- STRAMIT' 0.75 CYCLONIC ROOF BATTENS MAXIMUM BATTEN SPACING (mm) Cp, e = - 0.9 (h/d S 0.5) Truss spacing (mm), fastening and truss material E E un THI PRODUCT ATISFIES PERFORMANCE RE UIREMENT P2.1.1 FOR CONSTRUCTION IN A HIGH WIND RE ^ = a co C ^ o e 1" .- o ^ o co a to L_ co $9 e! I&2 .^ = co co ^. L . -= = to co to a co co .:2 a. \ 9! 0. , 26 656 DC C ;^ co ;' g up to I Om a Co Q o . I&2 25 up to 5m up to loin 1.0 1.5 2.0 3.0 1.0 1.5 2.0 3.0 1.0 1.5 2.0 3.0 1.0 1.5 2. O 3. O 25 3&4 1.65 2.32 2.99 4.34 1.45 2.04 2.63 3.81 099 1.40 1.81 2.62 090 1.27 1.64 2.38 up to 5m up to loin 2 x N0 14-10x25mm screws into 15 G450 steel. or 2 x N0 14-10x50mm Type 17 into softwood (J4/J04) or 2 x N0 14-10x40mm Type17 into hardwood (J2/J02) 3&4 5.16 6.61 8.06 10.97 4.54 5.81 7.09 9.64 3.1 I 3.99 4.87 6.62 2.83 3.63 4.43 6.02 up to 5m 50 1400 1050 850 650 1550 1200 1000 750 600 1050 800 650 450 21. .^, o Notes covering basis of DTC (Relevant test reports etc. ) - Tables are based on an extensive LHL test program (Test Report No. TS717) carried out by James Cook University Cyclone Testing Station between Dec 2008 and April2010 in accordance with BCA of the time (equivalent to L-H-L within NCC 2019) - Strainit' Cyclonic Roof Batten has a lightly knurled upper surface that assists in maintaining a foothold during installation. For all other details and limitations, please refer to Strainit Top Hats and Battens Product Technical Manual to o C CG STRAMIT' 0.75 CYCLONIC ROOF BATTENS MAXIMUM BATTEN SPACING (mm) Cp, e = 4.3 (h/d ^ 1.0) Truss spacing (min), fastening and truss material 2300 1800 1450 1050 ^ = a co = "- o o L. co a to ^ co 900 1150 900 750 550 ^ ^ 1'' 700 500 400 L. o ^ o 49 2550 1950 1600 1200 , 00 1700 1350 1100 800 I&2 2 x Not2-14x20mm screws into 1.5 G450 steel. or 2 x N0 12-11x50mm Type 17 into softwood (J4/J04) or 2 x N0 12-11x40mm Type 17 into hardwood (J2/J02) co L. = co co co L. a co o 75 600 500 350 ^ 500 400 ^- e! e! ^co =co to co Co a co CG co 9! a. c g! a 26 6:6 inc = co'^ ^ up to I Om 1900 1450 1200 900 I&2 25 115 900 700 500 450 .a 1.0 1.5 2.0 30 1.0 1.5 20 3.0 1.0 1.5 2.0 3.0 1.0 1.5 2.0 3.0 550 450 350 1200 900 750 550 1350 1050 850 600 up to 5m up to I Om 1250 950 Boo 600 2.5 3&4 Product name STRAMIT' CYCLONIC ROOF BATTEN Product Description Strainit' Cyclonic Roof Batten is manufactured from 0.75mm BMT, G550 grade steel. with zinc/aluminium or aluminium/zinc/magnesium alloy coated steel Manufacturer's Name Strainit Building Products 57-71 Platinum St Crestmead QLD 4132 Design Criteria Spans are based on the combinations of the following factors, for Region C, in accordance with As/NZS11702:2011(Inc Amendment I to 5) Strength: Regional wind speed Van = 69m/s Serviceability' Regional wind speed V25 = 47m/s as per table 4.1 in As'NZS7I702,201 I Terrain I Height Multiplier (M, .. at) 'h' up to 5m 'h' up to torn TC 1.12 1.05 I&2 092 087 2.5 0.83 0.83 3&4 Wind direction multiplier Shielding multiplier Topographic multiplier Dynamic response factor Combination factor Internal pressure coefficient Internal pressure coefficient External pressure coefficients : for h/d s 0.5, and for horizontal distance from Cpe ~ .0.9 windward edge of the roof up to 'h' for h/d ^ 1.0, and for horizontal distance from Cp. e ' ~1.3 windward edge of the roof up to '0.5h' TC - Terrain category, h - Average roof height. d - Building length or depth. and local pressure factors as defined in As/NZS1170.2:2011 (including amendment 1.23.4 & 5) Test factor kj = 1.56 or 1.79 (applied to 14 and 12 gauge screws respectively) in accordance with Table Bl of As/NZSlt70.0:2002 inc Amdt I to 5 Limitations: - This DTC sheet is for roof applications only - All batten spacings shown are for three or more equal spans. - Roof batten spacing is infuenced by support (truss) spacing or sheeting spans - Pair of screws at connections must be in line and parallel with the supporting member - All truss spacings (batten spans) shown are suitable for foot traffic loads to NASH Standard Part I - Batten spans are based on the use of screws tested and specified on this data sheet for each support type and thickness - Maximum batten spacing may be limited by span of the cladding. It is essential that this sheet is read in conjunction with the relevant deemed to comply information for the roof sheeting adopted. cceoe or ncusion 2.24 322 4.19 4.79 1.97 2.83 3.68 4.21 1.35 1.94 2.53 2.89 1.23 1.77 2.30 2.63 850 650 550 400 600 2 x N0 14-10x25mm screws into 1.5 G450 steel. or 2 x N0 14-10x50mm Type 17 into softwood (J4/J04) or 2 x N0 14.0x40mm Type 17 into hardwood (JarJ02) 900 700 550 400 up to 5m up to loin 6.45 8.55 10.64 11.93 5.67 7.51 9.35 10.49 3.89 5.16 6.42 720 3.54 4.69 5.85 6.55 3&4 950 700 600 450 2000 1550 1250 900 900 1000 800 650 450 450 600 450 350 up to 5m 1100 800 650 600 2200 1700 1400 1000 1200 1500 1150 950 700 650 500 400 600 45 35 1250 950 750 650 1850 1400 1100 1000 800 600 500 450 950 700 550 500 1350 1050 800 750 1650 1250 1050 750 1000 750 600 450 50 40 900 550 400 1100 850 700 500 750 550 450 350 *Design Engineer's Certification Yuri Argued as 1200 2000 1500 1200 1100 2 x Not2-14x20mm screws into 1.5 G450 steel. or 2 x Not2-, Ix50mm Type 171nto softwood (J41J04) or 2 x N0 12-11x40mm Type 171nto hardwood (J2/J02) 600 450 350 Name 800 600 500 350 Registration Number: 845724 Dad 62/10*I'/ Signature: 're 1stered as a structural en meer in Australia 450 1500 1150 900 800 900 700 550 500 1000 750 600 550 450 350 950 700 550 500 1100 800 650 550 600 650 500 400 350 700 500 400 350 Boo 600 500 400 900 750 550 450 400 1600 1200 950 850 450 350 Md = Ms ' Mj = Cdy" ' 1<, - C, .j = C, .j = ,2 O 1750 1300 1050 950 1200 900 700 650 **certifying Engineer's Certification 550 400 Adam James Name Registration Number: 26968ES 1.0 1.0 1.0 1.0 0.9 +0.2 +07 1300 1000 800 700 800 600 450 400 Date: J4109-20 o Signature: **re islered as a structural en lineer in Northern Ternto 850 650 500 450 600 450 350 service strength 650 500 400 350 DTCM ref Chairman's Signature Chairman's Name: Paul Nowland Date of Approval: I 8109/2020 Expiry Date: I 8109/2025 I"'I I ~7 I <;,^ I I
Transcript of THI PRODUCT ATISFIES PERFORMANCE RE UIREMENT P2.1.1 …
IN ACCORDANCE WITH NCC VOLUME 2 SECTION P3.10.1
Profile
EEI^!
coin m
KnurledSurface
Notes
. Suitable for use with Strainit' Corrugated,Monoclad' and Longspan' roofing profiles.
. Use N0 14 Type 17 screws for crest fixingthe roofing profiles to the batten (refer torelevant DTC sheet associated with thecladding to be used)
. All fasteners should conform to As3566Class 4
Span tables
cornm
21.oaco
t6o=40^.-
STRAMIT' 0.75 CYCLONIC ROOF BATTENS MAXIMUM BATTEN SPACING (mm)
Cp, e = - 0.9 (h/d S 0.5)
Truss spacing (mm), fastening and truss material
EE
un
THI PRODUCT ATISFIES PERFORMANCE RE UIREMENT P2.1.1 FOR CONSTRUCTION IN A HIGH WIND RE
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3&4
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1000
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Notes covering basis of DTC (Relevant test reports etc. )- Tables are based on an extensive LHL test program (Test Report No. TS717) carried out byJames Cook University Cyclone Testing Station between Dec 2008 and April2010 inaccordance with BCA of the time (equivalent to L-H-L within NCC 2019)
- Strainit' Cyclonic Roof Batten has a lightly knurled upper surface that assists in maintaininga foothold during installation.
For all other details and limitations, please refer to Strainit Top Hats and Battens ProductTechnical Manual
tooCCG
STRAMIT' 0.75 CYCLONIC ROOF BATTENS MAXIMUM BATTEN SPACING (mm)
Cp, e = 4.3 (h/d ^ 1.0)
Truss spacing (min), fastening and truss material
2300
1800
1450
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or 2 x N0 12-11x50mm Type 17 into softwood (J4/J04)or 2 x N0 12-11x40mm Type 17 into hardwood (J2/J02)
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Product name
STRAMIT' CYCLONIC ROOF BATTENProduct DescriptionStrainit' Cyclonic Roof Batten is manufactured from 0.75mm BMT, G550grade steel. with zinc/aluminium or aluminium/zinc/magnesium alloy coatedsteel
Manufacturer's Name
Strainit Building Products57-71 Platinum St Crestmead QLD 4132
Design CriteriaSpans are based on the combinations of the following factors, for Region C,in accordance with As/NZS11702:2011(Inc Amendment I to 5)
Strength: Regional wind speed Van = 69m/sServiceability' Regional wind speed V25 = 47m/s
as per table 4.1 in As'NZS7I702,201 ITerrain I Height Multiplier (M, .. at)'h' up to 5m 'h' up to tornTC
1.121.05I&2
0920872.5
0.830.833&4
Wind direction multiplierShielding multiplierTopographic multiplierDynamic response factorCombination factor
Internal pressure coefficientInternal pressure coefficientExternal pressure coefficients :
for h/d s 0.5, and for horizontal distance fromCpe ~ .0.9windward edge of the roof up to 'h'for h/d ^ 1.0, and for horizontal distance fromCp. e ' ~1.3windward edge of the roof up to '0.5h'
TC - Terrain category, h - Average roof height. d - Building lengthor depth. and local pressure factors as defined in As/NZS1170.2:2011(including amendment 1.23.4 & 5)Test factor kj = 1.56 or 1.79 (applied to 14 and 12 gauge screws respectively)in accordance with Table Bl of As/NZSlt70.0:2002 inc Amdt I to 5
Limitations:
- This DTC sheet is for roof applications only- All batten spacings shown are for three or more equal spans.- Roof batten spacing is infuenced by support (truss) spacing or sheetingspans
- Pair of screws at connections must be in line and parallel with thesupporting member- All truss spacings (batten spans) shown are suitable for foottraffic loads to NASH Standard Part I
- Batten spans are based on the use of screws tested and specified on thisdata sheet for each support type and thickness- Maximum batten spacing may be limited by span of the cladding. It isessential that this sheet is read in conjunction with the relevant deemedto comply information for the roof sheeting adopted.
cceoe or ncusion
2.24
322
4.19
4.79
1.97
2.83
3.68
4.21
1.35
1.94
2.53
2.89
1.23
1.77
2.302.63
850
650
550
400
600
2 x N0 14-10x25mm screws into 1.5 G450 steel.or 2 x N0 14-10x50mm Type 17 into softwood (J4/J04)or 2 x N0 14.0x40mm Type 17 into hardwood (JarJ02)
900
700
550
400
up to 5mup to loin
6.45
8.55
10.64
11.93
5.67
7.51
9.35
10.49
3.89
5.16
6.42
720
3.54
4.69
5.856.55
3&4
950
700
600
450
2000
1550
1250
900
900
1000
800
650
450
450
600
450
350
up to 5m
1100
800
650
600
2200
1700
1400
1000
1200
1500
1150
950
700
650
500
400
600
45
35
1250
950
750
650
1850
1400
1100
1000
800
600
500
450
950
700
550
500
1350
1050
800
750
1650
1250
1050
750
1000
750
600
450
50
40
900
550
400
1100
850
700500
750
550
450
350
*Design Engineer's Certification
Yuri Argued as
1200
2000
1500
1200
1100
2 x Not2-14x20mm screws into 1.5 G450 steel.or 2 x Not2-, Ix50mm Type 171nto softwood (J41J04)or 2 x N0 12-11x40mm Type 171nto hardwood (J2/J02)
600
450
350
Name
800
600
500
350
Registration Number: 845724Dad 62/10*I'/Signature:
're 1stered as a structural en meer in Australia
450
1500
1150900800
900
700
550
500
1000
750
600
550
450
350
950
700
550
500
1100
800
650
550
600
650
500
400
350
700
500
400
350
Boo
600
500
400
900
750
550
450400
1600
1200
950
850
450
350
Md =Ms 'Mj =
Cdy" '1<, -
C, .j =C, .j =
,2 O
1750
13001050950
1200
900
700
650
**certifying Engineer's Certification
550
400
Adam JamesName
Registration Number: 26968ES
1.0
1.0
1.0
1.0
0.9
+0.2
+07
1300
1000800
700
800
600
450
400
Date: J4109-20 o
Signature:
**re islered as a structural en lineer in Northern Ternto
850
650
500
450
600
450
350
service
strength
650
500400350
DTCM ref
Chairman's Signature
Chairman's Name:Paul Nowland
Date of Approval: I 8109/2020 Expiry Date: I 8109/2025
I"'I I ~7 I <;,^ II
