Architectural plan, Williams and Kettle Ltd - No 5 Wool Store Ahuriri
Natusch & Sons
Wilcox, R K
Powell Fenwick & Johnson
Sheet 1. Set 4. A1 shows the new floor. May 1969.
Sheet 2. H1211-S1. June 23, 1969.
New floor No 5 Woolstore - new floor and and foundation plan, section through dump pit, foundation C, detail through ramp, foundation B and external corner detail, noting that concrete to foundations shall have a cylinder crushing strength of 3,000 PSI after 28 days and concrete to floor shall have a strength of 3,500 PSI after 28 days.
Sheet 2: Height x Width: 545 x 740mm