Concrete Slabs With Ribs DWG Detail for AutoCAD

Detail of armed slabs with ribs

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

Mesh elect., Lock, cut, Lock, its T., enclosure, To use wire stirrups in, Use polystyrene casket of cm., Concrete slab: f’c, Reinforcing steel: fy, Measurements in meters, cut, Lock, Mesh elect., Except where otherwise indicated, To form the boards, enclosure, rib, its T., its T., cut, cut, cut, Lock, Lock, Mesh elect., cut, cut, Mesh elect., Mesh elect., Mesh elect., Lock, Mesh elect., Lock, Lock, cut, Mesh elect., low, Wall plant, Mesh elect., Mesh elect., Lock, Wall plant, high, Mesh elect., rib, its T., rib, Mesh elect.

Raw text data extracted from CAD file:

\A1;.20 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;.25 \A1;1.545 (TR-7) \A1;0.20 \A1;0.25 \A1;0.25 \A1;3.04 (TR-6) \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.12 \A1;4.55 \A1;5.70 \A1;4.51 \A1;2.16 \A1;0.65 \A1;2.66 \A1;0.25 \A1;0.50 \A1;0.30 \A1;0.55 \A1;0.15 \A1;0.25 \A1;0.55 \A1;0.25 \A1;.05 \A1;.20 \A1;.15 \A1;0.15 \A1;.25 \A1;.15 \A1;0.50 \A1;.25 \A1;.20 \A1;.05 \A1;1.21 \A1;0.65 \A1;.05 \A1;.20 \A1;.25 \A1;.15 \A1;.20 \A1;.25 \A1;.15 \A1;.05 \A1;1.10 \A1;2.66 \A1;0.25 \A1;0.20 \A1;0.20 \A1;.15 \A1;.25 \A1;.20 \A1;.05 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.05 \A1;1.85 \A1;0.25 \A1;5.70 \A1;2.48 \A1;5.23 \A1;1.85 \A1;0.15 \A1;.05 \A1;1.30 \A1;0.45 \A1;0.45 \A1;3.40 \A1;1.55 \A1;1.30 \A1;0.85 \A1;0.85 \A1;.05 \A1;2.48 \A1;5.23 \A1;1.30 \A1;1.10 \A1;3.40 \A1;1.55 \A1;1.30 \A1;0.85 \A1;0.85 .20 0.20 0.25 0.25 0.20 0.25 0.20 .25 B B’ 1.545 (TR-7) MALLA ELECT. 0.20 3#5 TRABE TR-6 CORTE A-A’ 0.25 0.25 6×6 – 10/10 TRABE TR-6 y TR-7 3#5 3.04 (TR-6) 0.05 3#5 3#5 A’ EST. # 3 @ 15 A CERRAMIENTO C-1 5.- USAR ESTRIBOS DE ALAMBRON EN NERVADURAS, 4.- USAR CASETON DE POLIESTIRENO DE 20x50x60 cm. 2.- CONCRETO EN LOSA: f’c = 210 Kg/cm2 3.- ACERO DE REFUERZO: Fy = 4,200 Kg/cm2 1.- ACOTACIONES EN METROS 2#5 CORTE B-B’ TRABE TR-7 6×6 – 10/10 MALLA ELECT. 0.25 0.25 2#5 3#5 0.05 0.20 3#5 0.15 EXCEPTO DONDE SE INDIQUE OTRA COSA PARA FORMAR LOS TABLEROS – N O T A S – CERRAMIENTO C-2 0.15 0.15 NERVADURA NT-1 NERVADURA NT-2 0.12 4.55 EST. #3 @ 15 5.70 EST. #3 @ 15 4.51 2.16 12′ 0.65 2.66 CORTE 11-11′ CORTE 11a-11a’ 0.25 2#3 + 2#6 0.50 0.30 2#4 0.55 4#5 CORTE TR-3 2#6 CORTE TR-1 4#5 0.15 2#3 0.25 0.55 4#5 TRABE TR-3 4#5 2#4 TRABE TR-1 2#3 0.25 MALLA ELECT. .05 .20 .15 0.15 4#4 CORTE 12-12′ 2#6 .25 2#3 6×6 – 10/10 2#3 .15 2#3 + 2#6 0.50 CORTE 12a-12a’ 2#4 .25 2#4 .20 .05 MALLA ELECT. 6×6 – 10/10 2#4 2#3 1.21 0.65 2#3 12 MALLA ELECT. .05 .20 .25 .15 2#4 2#4 6×6 – 10/10 .20 .25 .15 2#3 2#3 .05 MALLA ELECT. 6×6 – 10/10 1.10 2#4 2#4 2.66 TRABE TR-2 0.25 0.20 4 # 3 MALLA ELECT. TRABE TR-5 0.20 TRABE TR-4 .15 .25 .20 .05 0.15 CORTE TR-2 3#5 MALLA ELECT. 4#4 6×6 – 10/10 BAJA MURO PLANTA MALLA ELECT. 0.05 6×6 – 10/10 0.05 6×6 – 10/10 4#3 0.05 MALLA ELECT. 4#3 6×6 – 10/10 1.85 0.25 4#5 TRABE TR-5 2#5 2#5 EST.# 3 @ 15 2#5 5.70 2.48 5.23 1.85 0.15 MURO PLANTA ALTA .05 6×6 – 10/10 MALLA ELECT. 3#5 1.30 2#3 0.45 0.45 2#3 2#4 2#4 3.40 3#5 NERVADURA N-12 3#5 EST. #3 @ 15 1.55 1.30 0.85 NERVADURA N-11 2#4 2#3 12a’ 0.85 12a 2#3 .05 MALLA ELECT. 6×6 – 10/10 1#4 2.48 5.23 1.30 1.10 11′ 11 2#4 2#4 3.40 1.55 1.30 0.85 11′ 2#4 11 0.85 2#3 11a’ 11a