Solution 2 Clay or concrete tile Solution 3 Asphalt shingle Solution 4 On ring

# Solution 2 clay or concrete tile solution 3 asphalt

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Solution 2 Clay or concrete tile Solution 3 Asphalt shingle Solution 4 On ring beam Rafter Rafter spacing 400mm or 600mm or 800mm Horiz. span Slope

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PCTTS 599: 20XX 146 Table 8-5 Z purlins 1mm thickness (0.96) Sol 1 Sol 2 Sol 3 Sol 4 Galvanized >0.5mm Galvanized <0.5mm Asphalt shingle Concrete or clay tile Z purlin 100mm x 1mm thickness Spacing (m) 0.600 2.70 2.90 2.80 2.40 0.800 2.30 2.50 2.40 2.10 1.000 2.10 2.20 2.20 1.90 1.200 1.90 2.00 2.00 1.70 Spacing (m) 0.600 2.30 2.50 2.40 2.10 0.800 2.00 2.20 2.10 1.80 1.000 1.80 1.90 1.90 1.60 1.200 1.70 1.80 1.70 1.50 Spacing (m) 0.600 2.20 2.30 2.20 2.00 0.800 1.90 2.00 1.90 1.70 1.000 1.70 1.80 1.70 1.50 1.200 1.50 1.60 1.60 1.40 Z purlin 150mm x 1mm thickness Spacing (m) 0.600 3.10 3.30 3.20 2.80 0.800 2.70 2.80 2.80 2.40 1.000 2.40 2.50 2.50 2.20 1.200 2.20 2.30 2.30 2.00 Spacing (m) 0.600 2.60 2.70 2.70 2.30 0.800 2.20 2.30 2.30 2.00 1.000 2.00 2.10 2.10 1.80 1.200 1.80 1.90 1.90 1.60 Spacing (m) 0.600 2.30 2.40 2.40 2.10 0.800 2.00 2.10 2.10 1.80 1.000 1.80 1.90 1.80 1.60 1.200 1.60 1.70 1.70 1.50 Note : On site limit span to2.50 m Based on design criteria Maximum calculated span for slope between 0 and 15° between 15 and 30° Metal steel Z purlins (20G) Maximum calculated span for slope between 0 and 15° between 15 and 30° between 30 and 45° between 30 and 45°
PCTTS 599: 20XX 147 Table 8-6 Z purlins 1.5mm thickness

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PCTTS 599: 20XX 148 Table 8-7 Z or C rafters 1mm thickness Sol 1 Sol 2 Sol 3 Sol 4 Galvanized >0.5mm Galvanized <0.5mm Asphalt shingle Concrete or clay tile Z or C rafter 100 mm x 1mm thickness Spacing (m) 0.400 3.70 3.90 3.90 3.40 0.600 3.00 3.20 3.20 2.80 0.800 2.60 2.80 2.80 2.40 Spacing (m) 0.400 3.00 3.20 3.20 2.80 0.600 2.50 2.60 2.60 2.30 0.800 2.10 2.30 2.30 Spacing (m) 0.400 2.10 2.30 2.30 0.600 0.800 Z or C rafter 150mm x 1mm thickness Spacing (m) 0.400 4.80 5.00 5.40 4.70 0.600 3.90 4.10 4.40 3.80 0.800 3.40 3.60 3.80 3.30 Spacing (m) 0.400 3.90 4.10 4.40 4.20 0.600 3.20 3.30 3.60 3.50 0.800 2.80 2.90 3.10 3.00 Spacing (m) 0.400 2.70 2.80 3.00 3.20 0.600 2.20 2.30 2.40 2.60 0.800 2.10 2.30 Note : On site limit span less than 35 profile height The 1mm thickness measure exactly 0.96mm Based on design criteria Maximum calculated horizontal span for slope between 15 and 30° Metal steel Z or C rafters (20G) Maximum calculated horizontal span for slope between 15 and 30° between 30 and 45° between 45 and 60° between 30 and 45° between 45 and 60°
PCTTS 599: 20XX 149 Table 8-8 Z or C rafters 1.5mm thickness

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PCTTS 599: 20XX 150 8.2.2 Roofing systems 8.2.2.1 General Roofs and roof coverings shall be of materials that are compatible with each other and with the building or structure to which the materials are applied. Roof covering materials shall conform to the applicable standards listed in this clause. Where materials are of questionable suitability, testing by an approved testing agency may be required by the enforcement agency to determine the character, quality and limitations of application of the materials. Roof covering materials shall be delivered in packages bearing the manufacturer's identifying marks and approved testing agency labels where applicable. 8.2.2.2 Metal sheeting 8.2.2.2.1 Thickness The following are the minimum thicknesses for corrugated aluminium-zinc alloy coated steel sheeting to be used for roofing purposes : (a) 0.6 mm - where the support system consists of timber battens or steel purlins with a maximum spacing of 1000 mm. (b) 0.5 mm - where the support system consists of timber battens or steel purlins with a maximum spacing of 750 mm; and (c) 0.4 mm - where timber or plywood sheathing is used as support.
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