Title: V20-09-02 VVS-anlegg plan 9 - DM3.pdf
SQ003T 600x300 Q: 2445 m³/hOppvask 9-012Ned 320.102: 54 mm 320.102: 54 mm. e t t e ht o mAt u0 5 2 - T 1 1 0 T Sh/ ³m 0 9 9Hette -2445 m³/h0 0 6 2 = K U 0 8 2 x 0 0 70 8 5 2 = K U 0 0 3 x 0 0 6g ok k i t s å pa r f