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Plywood Wall Bracing - Ezy Homes …
https://ezyhomes.com.au/pdf/resources/Plywood%20Wall%20Bracing.pdf
Limit States Design Manual - M&B Building Products
https://mbsales.com.au/wp-content/uploads/2018/05/ewpaa_structural_plywood_wall_bracing.pdf
systems that use 9mm plywood bracing, the minimum length is 40mm. 3. Minimum edge clearance for fasteners is 7mm. 4. Fasteners are not to be overdriven. 5. Fasteners for structural plywood linings as detailed in the 2.1kN/m and 5.3 kN/m structural plywood bracing systems (click here) can be a minimum of 2.5mm diameter x 40mm bullet head nails. 6.
Plywood bracing manual - Co-production practitioners …
http://coprod-network.ning.com/photo/albums/plywood-bracing-manual
BUs/m. Dec 1, 2015 - building's foundation.” The structural plywood bracing systems described in this manual provide a safe and reliable means of permanent bracing that is easy to building's foundation.” The structural plywood bracing systems described in this manual provide a safe and reliable means of permanent bracing that is easy to
Plywood Installation Manual and Application Guide
https://www.roofing-materials.com.au/wp-content/uploads/2013/04/Plywood-Installation-Manual-and-Application-Guide.pdf
exposed to the weather. Exposed eco-ply for decking must be preservative treated to at least H3 hazard class. However a properly detailed barrier material such as Butynol cr Nuralite should be used to protect ecoply from rain and sunlight (weathering) exposure. Gutter details Where structural ecoply plywood sub-sheathing
ECOPLY BRACING SPECIFICATIONS: EP2 - CHH Ply
https://chhply.co.nz/assets/Uploads/b244fc6694/Ecoply-Bracing-EP2-Specification-Tech-Note-April-2016.pdf
Plywood bracing in enclosed spaces (protected from the weather) but with a risk of moisture penetration conducive to decay in exposure zone D (sea spray), as per section 4 of NZS 3604:E.g. Plywood bracing and/or rigid underlay (rigid air barrier), fixed to framing with/without building paper/ wrap over, with/without cavity battens behind cladding
Ecoply Bracing Specification EP1
http://www.organonarchitecture.co.nz/CLIENTS/Bishop-Blackmore/ConsentDocs/Ecoply%20Bracing%20-%20EP1%20Specification%20(Apr-09).pdf
Ecoply® Bracing Specification – EP1 April 2009 Single sided structural plywood brace Specification No. Minimum Wall Length Lining Requirements BUs/m Wind BUs/m Earthquake EP1 0.6 m 7mm Ecoply® or 12mm Shadowclad® one side 130 130 Framing Wall framing must comply with: NZBC B1 - Structure: AS1 Clause 3 Timber (NZS3604)
ECOPLY SPECIFICATION & INSTALLATION GUIDE
https://tropex.co.nz/sites/default/files/product_pdfs/Ecoply%20Specification%20Installation%20Guide.pdf
plywood is treated with either H3.2 CCA (Copper Chrome Arsenate) or H3.1 LOSP (Azole) clear treatment. H3.1 LOSP is the standard preservative treatment for BD Structural Square Edge products and by special request for other Ecoply plywood products. H3.2 CCA and H3.1 LOSP treated plywood in accordance with
ECOPLY SPECIFICATION & INSTALLATION GUIDE
https://www.redmantle.co.nz/wp-content/uploads/2017/09/PLY_Ecoply-Specification-Guide-2014-WEB-050514-2.pdf.pdf
CHH WOODPRODUCTS | |ECOPLY ® 0800 326 759 | www.chhwoodproducts.co.nz 3 1.0 ECOPLY® PRODUCT RANGE The information contained in this manual relates specifically to Ecoply® branded structural plywood manufactured by Carter Holt Harvey® Woodproducts and cannot be used with any other plywood manufacturers product however similar they may appear.
Design Guide Structural Plywood and LVL - EWP
https://ewp.asn.au/wp-content/uploads/2018/12/EWPAA-Structural-Plywood-LVL-Design-Guide-v5-FINAL-1.pdf
1 AUTHOR: EWPAA VERSION: 5 RELEASED: 2018 Disclaimer The advice provided in this publication is general in nature and is intended as a guide only. Whilst the information in this guide was accurate at the time of publication, it is the users’ responsibility to
Ecoply® Barrier » Plywood NZ - CHH Ply
https://chhply.co.nz/ranges/ecoply/ecoply-structural-plywood/barrier/
The Ecoply Barrier System meets the NZ Building Code requirements for rigid underlays as outlined in Section 9.1.4; the performance requirements of Table 23 of E2/AS1; and has been tested for wind speed exceeding Extra High wind zone as defined in NZS 3604. Testing has been completed to provide solutions for buildings outside scope of NZS 3604 ...
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