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Bracing Supplement Document - GIB
https://www.gib.co.nz/assets/Uploads/LiteratureFile/GIB-Bracing-Supplement-Dec-2016.pdf
GIB EzyBrace® Systems | GIB®
https://www.gib.co.nz/systems/gib-ezybrace-systems/
Download GIB EzyBrace® Bracing Design software and view a video explaining the software updates: Windows compatible versions. MAC compatible versions. To achieve optimal framing and bracing design efficiency, Winstone Wallboards recommends the use of the GIBFix ® Framing System used in conjunction with GIB EzyBrace ® Systems 2016.
Gib Bracing Systems [14309qomp24j]
https://idoc.pub/documents/gib-bracing-systems-14309qomp24j
Fasteners are placed no closer than 18mm to a sheet end or a cut sheet edge. For GIB Braceline® systems, fasteners are placed at 150mm centres around the bracing element perimeter, starting at 50, 100 and 150mm from the sheet corners. 150.
GIB® Bracing Calculator | GIB®
https://www.gib.co.nz/downloads-and-resources/bracing-calculator/
GIB EzyBrace® 2016 Design Software has been updated to be more intuitive and even easier to operate than previous software versions. Download Software Here you will find design materials to calculate bracing for timber and steel framed buildings.
Gib Bracing - [PDF Document]
https://vdocuments.net/gib-bracing.html
GIB® Bracing Systems www.gib.co.nz CBI 5113 March 2006 GIB® Bracing Systems, March 2006 Winstone Wallboards Ltd accepts no liability if …
EzyBrace Systems - GIB
https://www.gib.co.nz/assets/Uploads/LiteratureFile/System-Brochures/EzyBrace/GIB-EzyBrace-Systems-2016-August.pdf
GIB®plasterboard side: 50,100,150, 225, 300mm maximum from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm maximum centres to the intermediate sheet joints.
GIB Ezybrace® Help
https://www.gib.co.nz/assets/Uploads/LiteratureFile/GIB-EzyBrace-Software-Help2.pdf
GIB EzyBrace® Help 11 / 16 Bracing Lines Bracing Lines The spacing of Bracing Lines should conform to the requirements of NZS3604:2011. Bracing Lines in any storey shall be at not more than 6 m centres in each direction, unless a Diaphragm is present. Each bracing line should have a minimum resistance of 100 BUs or 50% of the Demand
GIB EzyBrace Systems specification BL1-H
https://www.gib.co.nz/assets/Uploads/GIB-EzyBrace-System-sheet-BL1-H.pdf
If using the GIBFix® Framing System or if fastening through GIBFix®Angles use only 32mm x 7g GIB®Grabber®Dual Thread Screws. Fastener centres 50,100,150, 225, 300mm from maximum each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm maximum centres to the sheet joint.
GIB EzyBrace Systems specification GSW-N
https://www.gib.co.nz/assets/Uploads/GSW-N.pdf
Bracing element Vertical fixing Daub of GIBFix® adhesive at 300mm centres to intermediate studs and nogs. Single 32mm x 6g GIB® Grabber® High Thread Screws or 32mm x 7g GIB® Grabber® Dual Thread Screws at 300mm centres. Internal lining GIB EzyBrace® GIB Weatherline corner fastener pattern minimum 12mm from paper bound edge minimum 18mm from
Bracing - BRANZ Build
https://www.buildmagazine.org.nz/assets/import-content/20140521/Build%20141%20Bracing%20Supplement.pdf
2-storey to apex H = 7.1 m, roof height above eaves h = 1.8 m. Note: Where heights don’t exactly match the table, use the next highest bracing unit (BU). For example, in the subfloor structure (using Table 5.5), H = 7.1 m, so round up to 8 m, and h = 1.8 (round down to 1 m, this is a higher BU requirement).
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