<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause id="_31cac6c6-700b-41ca-9cf0-0305a7e7145d" outputclass="ncc-clause"><meta><facet building="Class 1a"/><facet building="Class 1b"/><facet building="Class 2"/><facet building="Class 3"/><facet building="Class 4"/><facet building="Class 6"/><facet building="Class 7a"/><facet building="Class 7b"/><facet building="Class 8"/><facet building="Class 9a"/><facet building="Class 9c"/><facet building="Class 10a"/><facet building="Class 10b"/><facet building="Class 10c"/></meta><sptc>S5C13</sptc><title id="_80deb077-2fea-4f6c-a777-3f3e9be6a4af">Type A fire-resisting construction — floor loading of Class 5 and 9b buildings: Concession</title><archive-num>2019: Spec C1.1: 3.3</archive-num><subclause id="_2138dca9-4aad-4e45-a55a-780ceec93faf" outputclass="subclause"><title id="_3f73b956-b76d-401d-8d54-00faf055ee13">SubClause</title><num>1</num><p>If a floor in a Class 5 or 9b building is designed for a live load not exceeding 3 kPa—</p><ol outputclass="alpha"><li id="_096d2ea8-61c7-4440-a258-17b2375e5601">the floor next above (including floor beams) may have an FRL of 90/90/90; or</li><li id="_c6db6b08-45af-4fae-80a6-0b942c4814ee">the roof, if that is next above (including roof beams), may have an FRL of 90/60/30.</li></ol></subclause></clause>