Lightened Slab – Representation DWG Block for AutoCAD

Plant design lightened slab; for construction in flood zone; It is designed for columns of reinforced mortar

Drawing labels, details, and other text information extracted from the CAD file (Translated from Russian):

s.c., s.c., s.c., c.w., Elevation lateral, escalade

Raw text data extracted from CAD file:

C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) 1 2 3 4 5 6 7 8 9 10 11 2.54 2.54 5.07 2.49 2.65 2.65 7.79 .30 2.54 3.79 V.P.(0.30 x 0.50) 3.56 9.89 .30 23.35 1 2 3 4′ 5 6 7 8′ 9 10 11 2.54 2.54 2.49 2.65 2.65 2.54 3.79 3.56 7.56 .30 7.84 .30 7.35 23.35 C-2 A B C D 3.96 3.96 4.02 11.95 A B C D 3.66 3.66 4.63 11.95 C-1 V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.P.(0.30 x 0.50) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.S. (0.25 x 0.35) V.CH. V.CH. V.CH. V.CH. V.S.2 (0.20 x 0.20) V.S.2 (0.20 x 0.20) V.S.2 (0.20 x 0.20) .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 B C A D E F G H I J .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 ELEVACION LATERAL Escala 1/50