<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause id="_9e0fa031-9f22-47e3-85a5-45f4c54fded8" outputclass="ncc-clause"><meta><facet building="Class 1a"/><facet building="Class 1b"/><facet building="Class 10a"/><facet building="Class 10b"/><facet building="Class 10c"/></meta><sptc>S8C2</sptc><title id="_145194c0-866d-4c65-bd00-bb2ed26dc68a">Application</title><archive-num>2019: Spec C1.11: 2</archive-num><subclause id="_fed003d3-71b1-44ac-b7de-0e51b77351e0" outputclass="subclause"><title id="_285c4f4a-a986-4c0a-903c-cf5bf9de7329">SubClause</title><num>1</num><p>This Specification applies to buildings having a <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1439_5.1.0.xml#_7023b962-6482-412b-8416-ab1d9016072b" id="_5c161a83-857e-4b44-872f-66b812635279" scope="local" type="abcb-glossentry">rise in storeys</xref> of not more than 2 with concrete <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1267_2.3.0.xml#_d87c7cc0-d0b0-40ab-9a5b-d070ed6e115e" id="_13f04514-e55d-4827-9df6-5360208eff85" scope="local" type="abcb-glossentry">external walls</xref> that could collapse as complete panels (e.g. tilt-up and precast concrete) which—</p><ol outputclass="alpha"><li id="_8b8c06bc-2bde-414e-bf8a-c013938256f1">consist of either single or multiple panels attached by steel connections to lateral supporting members; and</li><li id="_a12cdb41-3304-4270-88fb-8f3641620638">depend on those connections to resist outward movement of the panels relative to the supporting members; and</li><li id="_a08e23f9-e815-4fc1-b6ba-34d3859eb7e9">have height to thickness ratio not greater than 50.</li></ol></subclause></clause>