<?xml version="1.0" encoding="UTF-8" standalone="no"?><image-reference id="_db659146-3d47-4278-a854-802fc5d08306" variation="NT"><num>10.7.1n</num><title id="_322a09e9-e6dc-47ac-b51d-ad1d25cce5d7">Concrete blockwork to achieve R<sub id="_9649bb36-7892-41bc-b786-7a9bc928a867">W</sub> of 45 (method 2)</title><image alt="Concrete blockwork to achieve RW of 45 (method 2)" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/10-7-1n-concrete-blockwork-rw-45-2-NT.svg"/><desc-note id="_e56393e1-0891-4154-8a77-3d88daba5db5"><p>Concrete blockwork with—</p><ol outputclass="alpha"><li id="_6b647d55-2821-4037-9318-75163d857d00">110 mm solid units (or thicker); and</li><li id="_ee6626c1-410f-49e6-9274-6ad63d552977">material density 2200 kg/m<sup id="_3bc7e17c-3288-4326-a95f-e9f7b44ef1a0">3</sup>; and</li><li id="_c7a06a17-7909-475c-96c7-713f8d617c5e">material thickness — 83 mm minimum; and</li><li id="_7e7b7cc8-4095-4f6d-91e5-ba063441e253">10 mm plasterboard or 12 mm render on each face.</li></ol></desc-note></image-reference>