b'High Wind AreasThe table below displays the maximum allowable wind zone according to frame type, fasteners and fastening pattern used to install Weathertex Weatherboards & Panels. Structural wind loading results have been reported in accordance with AS 4040 and AS/NZS 1170.2.FRAME PRODUCT HIGHEST WIND CLASSIFICATIONREGIONS A & B REGIONS C & DFastener Fixing Stud Centres(mm) Unlined Wall Internally Lined Unlined Wall Internally LinedWEATHERTEX WEATHERBOARDSTimber 200mm Classic, Rusticated WeathertexTraditional 450 N5 N5 C2 C3Nails 600 N4 N4 C1 C2Selflok Weatherboards WeathertexTraditional 450 N5 N5 C2 C3Nails 600 N4 N4 C1 C2ND50 Brad Nails Traditional 450 N4 N5 N/A C2600 N4 N4 N/A C1DUO D31150 Traditional 450 N6 N6 N/A N/A600 N6 N6 N/A N/ASemi-concealed 450 N4 N5 N/A C2600 N4 N5 N/A N/AWall Shingles WeathertexTraditional 450 N5 N5 C2 C3Nails 600 N2 N2 N/A N/AWEATHERTEX PRIMELOK WEATHERBOARDSTimber Federation and Shadowood WeathertexTraditional 450 N5 N5 C2 C3Nails 600 N4 N4 C1 C2Primelok 200 WeathertexTraditional 450 N4 N4 C1 C2Nails 600 N2 N3 N/A C10.75mm Steel Federation and Shadowood FAP32V5 Traditional 450 N4 N4 C1 C2Primelok 200 FAP32V5 Traditional 450 N3 N4 C1 C21.2mm Steel Primelok 200 FAP32V5 Traditional 450 N4 N5 C2 C3WEATHERTEX ARCHITECTURAL PANELSTimber Architectural Panels - WeathertexTraditional 450 N5 N5 C2 C3Joined ON stud Nails 600 N3 N4 N/A C2ND50 Brad Nails Traditional 450 N3 N3 N/A C1600 N2 N2 N/A N/AWeathergroove - Joined OFF stud WeathertexTraditional 450 N4 N4 C1 C2Nails 600 N2 N3 N/A C1ND50 Brad Nails Traditional 450 N3 N4 N/A C2600 N2 N3 N/A C10.75mm Steel Architectural Panels - Joined ON stud FAP32V5 Traditional 450 N4 N5 N/A C2Weathergroove - Joined OFF stud FAP32V5 Traditional 450 N4 N5 N/A C21mm Steel Architectural Panels - Joined ON stud DUO D31150 Traditional 450 N6 N6 N/A N/A600 N6 N6 N/A N/ANOTES:1.Wind classifications are as defined in AS4055 Wind Loads for Housing and calculations use a local pressure factor for planks within 1200mm of the building corner.2.Tests results have been conducted using the specific fastener stated in the table3.Wind classification results are applicable for direct and cavity fix where fastener length is increased for the thickness for the packing materials. 22'