Concrete Slabs With Ribs DWG Detail for AutoCAD

Detail armed of slabs with ribs

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

north, General notes, Restaurant, Matamoros, project’s name, Date, details of, do not. Plan, do not., owner, draft, city, scale, Name of the plane, Tops, armed, Law firm, Projects, do not. Of project, archive, February, date, bird. J. Zertuche with street sixth local col. Viceroys, Tel., Mail address:, Architectural engineering, Of slab, rib, rib, Mesh elect., Mesh elect., cut, cut, cut, Mesh elect., rib, rib, rib, cut, cut, Mesh elect., Mesh elect., Mesh elect., cut, Mesh elect., rib, rib, Mesh elect., cut, Mesh elect., cut, Mesh elect., Use polystyrene casket of cm., To use wire stirrups in, To form the boards, Except where otherwise indicated, Measurements in meters, Reinforcing steel: fy, Concrete slab: f’c, cut, rib, Mesh elect., rib, welded Mesh, In compression layer, north, General notes, project’s name, Date, Details, do not. Plan, do not., owner, city, scale, Name of the plane, Tops, Of arming, do not. Of project, archive, February, date, Of slab

Raw text data extracted from CAD file:

Norte Notas Generales RESTAURANT MATAMOROS Nombre del Proyecto Date Revision/Issue DETALLES DE No. de Plano C4.02 No. Propietario Proyecto ciudad Escala S/E Nombre del Plano REYNOSA, TAMPS ARMADO BUFETE DE PROYECTOS No. de Proyecto Archivo FEBRERO 2002 Fecha AVE. J. ZERTUCHE CON CALLE SEXTA LOCAL “F” COL. VIRREYES TEL. (89) 24-43-12 MAIL: arqing@mail.giga.com INGENIERIA & ARQUITECTURA DE LOSA \A1;2.30 \A1;4.75 \A1;1.15 \A1;1.15 \A1;1.50 \A1;6.00 \A1;2.85 \A1;1.50 \A1;.20 \A1;L \A1;.25 \A1;.15 \A1;0.70 \A1;2.85 \A1;0.60 \A1;2.50 \A1;1.15 \A1;0.60 \A1;.05 \A1;0.70 \A1;1.30 \A1;.15 \A1;.25 \A1;.20 \A1;.05 \A1;.25 \A1;.20 \A1;0.12 \A1;.05 \A1;.25 \A1;.05 \A1;.20 \A1;.15 \A1;.25 \A1;.25 \A1;.20 \A1;.15 \A1;.05 \A1;.20 \A1;.15 \A1;.05 \A1;.25 \A1;.20 \A1;.15 \A1;.05 \A1;1.00 \A1;4.01 \A1;.50 \A1;2.02 \A1;.50 \A1;.87 \A1;1.00 \A1;2.75 \A1;.95 \A1;3.80 \A1;5.70 \A1;4.55 \A1;2.20 \A1;1.10 \A1;.95 \A1;1.75 \A1;1.4 \A1;1.10 \A1;1.4 \A1;.05 \A1;.25 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;.15 \A1;.05 \A1;1.15 \A1;4.55 \A1;1.15 \A1;1.52 \A1;2.10 \A1;0.85 \A1;3.40 \A1;4.51 \A1;2.16 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.05 \A1;.20 \A1;.25 \A1;.05 \A1;1.10 \A1;5.23 \A1;2.48 \A1;1.30 \A1;1.10 \A1;0.85 \A1;1.30 \A1;1.55 \A1;2.50 \A1;2.85 \A1;0.70 \A1;1.15 \A1;0.60 \A1;0.60 \A1;1.30 \A1;0.70 1.15 2.85 NERVADURA N-4, N-5 NERVADURA N-7 L NERVADURA N-9 1.52 1.55 3.40 6.00 4.75 6×6 – 10/10 2#4 2#4 .20 MALLA ELECT. 6×6 – 10/10 6×6 – 10/10 MALLA ELECT. CORTE 8-8′ .20 .15 CORTE 10a-10a’ CORTE 6-6′ 2#4 .25 CORTE 10-10′ .25 .20 .15 .05 2#4 .25 MALLA ELECT. 6×6 – 10/10 .15 .25 .15 2#4 2#4 2#4 2#3 1.30 5.23 2.16 4.51 .20 1.10 2#3 .05 1.10 2#4 10′ 10 2.48 2#4 0.85 1.30 NERVADURA N-10 4.01 .50 2.02 .05 2#3 2#3 .87 .50 2#3 NERVADURA N-8 8′ 8 1.00 2#3 2#3 NERVADURA N-6 2.20 4.55 1.10 .05 2#4 6′ 6 2#4 1.10 .15 CORTE 9-9′ .25 1.00 2#3 .20 .05 2#4 2#4 .20 .25 CORTE 7-7′ 0.12 .05 1#4 6×6 – 10/10 MALLA ELECT. 1#4 7′ 7 MALLA ELECT. 6×6 – 10/10 .20 MALLA ELECT. 6×6 – 10/10 CORTE 1-1′ CORTE 3-3′ 6×6 – 10/10 MALLA ELECT. .20 .25 .15 .25 .15 1.4 5.70 1.75 NERVADURA N-3 3.80 .95 .05 2#3 2#3 3′ 2#3 3 2#3 .95 2#3 2.75 1′ 2#5 1.4 2#5 .05 1 2#5 2#5 NERVADURA N-1 MALLA ELECT. .20 .25 CORTE 4-4′, 5-5′ .15 MALLA ELECT. .05 2#4 6×6 – 10/10 2#4 2#4 1.50 2#4 4′,5′ 4,5 .15 CORTE 2-2′ .25 2#5 2′ .20 .05 MALLA ELECT. 6×6 – 10/10 2#4 2 2#4 2#3 2#3 2#3 1#4 4.- USAR CASETON DE POLIESTIRENO DE 20x50x60 cm. 5.- USAR ESTRIBOS DE ALAMBRON EN NERVADURAS, PARA FORMAR LOS TABLEROS EXCEPTO DONDE SE INDIQUE OTRA COSA 2#3 2#3 2#3 1.- ACOTACIONES EN METROS 3.- ACERO DE REFUERZO: Fy = 4,200 Kg/cm2 2.- CONCRETO EN LOSA: f’c = 210 Kg/cm2 – N O T A S – 2#3 1.30 2.85 1.15 2.50 0.60 0.85 2#3 10a’ 10a 0.60 0.70 2#3 0.70 2#3 1.15 2.50 2.10 4.55 1.15 9′ 2#4 9 2#4 1.15 2#4 .25 CORTE 14-14′ CORTE 13-13′ .20 0.60 .15 .05 2#3 2#3 1.30 2.85 0.60 0.70 NERVADURA N-13 13′ 13 2#3 0.70 1.50 2.92 6.07 2#4 6×6 – 10/10 MALLA ELECT. 2#4 1.15 NERVADURA N-2 2.30 2#4 6.- MALLA ELECTROSOLDADA 6/6-10/10 EN CAPA DE COMPRESION Norte Notas Generales Nombre del Proyecto Date Revision/Issue DETALLES No. de Plano C4.03 No. Propietario ciudad Escala S/E Nombre del Plano REYNOSA, TAMPS DE ARMADO No. de Proyecto Archivo FEBRERO 2002 Fecha DE LOSA