[12] He died at home, at no.3 De Vere Gardens, Kensington on 15 January 1944 aged 63 years, and was described in his Times obituary paragraph as a registered architect and chartered structural engineer, and as the "beloved husband of Nellie Kempton Dyson".

[29] Norman married Betty L. Way in Kensington, 1936, and became a flying officer on 11 May 1941 during World War II.

[33] In 1922 he was awarded the bronze medal of the Concrete Institute for his paper entitled "What is the Use of the Modular Ratio?

[15][33] He was a Registered Architect, a past member of the British Joint Committee on Reinforced Concrete and Hon.

[40] At some time between 1914 and 1918 he was employed to design reinforced concrete slipways for flying boats,[33] and was consulting Engineer for Works of strengthening supports for the dome at St Paul's Cathedral.

[1][2][44][45] It was supported above the tidal beach on concrete pillars sheathed in cast iron, so that it was level with the promenade.

[46] Its cantilevered roof supported seaward-facing balconies with space for deckchairs, and sheltered both a lower deck and the stage.

[46] In the 1920s and 1930s the conductor of a visiting military band was considered a VIP, therefore a red carpet would be laid across the road so that he could make his grand entrance from the Connaught Hotel opposite the Bandstand.

32 Old Burlington Street, Mayfair, City of Westminster, London W1S, to create a new fifth storey for a picture gallery, and to rearrange space for shops on the ground floor.

In the spring of 1929, Dyson teamed up with fellow consulting engineer Gower B. R. Pimm to design a road over river mud at Dartmouth.

It was to become the Rue de Courseulles Sur Mer, part of the A379, and the estuary mud behind the road was later reclaimed as a leisure facility.

[50] A retaining wall protected it from the river, and piles 20–45 ft long, each weighing four tons and driven in rows of three, prevented the road from sinking into mud, although these were not needed for about 200 ft at each end: foundations were shallower so that hard core and a reinforced concrete containing wall were used there.