Concrete Slabs Reinforced With Detail DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

esc, raised, motherboard, cm of anchor, grease these, thread, pressure washer, structural nut, mm holes, for anchors, reinforced concrete, slab cover, Foundation slab, contratrabe, var, var cm, stirrups cm, solid slab of cm esp. apparent finish var cm inflexion cl, double grille var, reinforced concrete wall cm. double var, retaining wall, stirrups cm, from var, detail of: anchored column with steel plate, structural detail, esc, plant, structural detail, anchor long steel threaded long, plant, esc, structural detail, detail of: dice, reinforced concrete, Steel plate, anchor long steel threaded long, var package, stirrups cm, detail of: counter top drawer column anchor given with steel plate, steel plate tester cm, fillet ced cml, steel plate tester cm

Raw text data extracted from CAD file:

0.40 0.70 O.05 0.07 O.05 0.07 0.23 1.80 0.35 0.15 1.30 0.23 0.70 O.05 0.07 O.05 0.07 0.23 0.23 1.27 0.07 0.03 0.15 1.63 0.70 O.05 0.07 O.05 0.07 0.23 0.23 0.23 0.23 0.07 O.05 0.07 O.05 0.70 0.17 0.06 0.06 0.6 0.6 0.07 0.17 0.10 ESC 1:20 ALZADO PLACA BASE 15 cm DEL ANCLA ENGRASAR ESTOS r = 0.07 <>0 ROSCA ARANDELA DE PRESION TUERCA ESTRUCTURAL Y <>0 O.05 5 9 AGUJEROS 2.6 mm PARA 9 ANCLAS K1 O.05 5 5 DADO DE CONCRETO ARMADO LOSA TAPA LOSA DE CIMENTACIÓN F’c\H0.7442x; = 250 Kg/cm² CONTRATRABE 6 VAR # 5 6 VAR # 5 VAR # 4 @ 30 CM ESTRIBOS 3/8″ ø @ 30 cm LOSA MACIZA DE 15 cm ESP. ACABADO APARENTE VAR # 3 @ 15 X 15 cm INFLEXION 1/5 CL F’c\H0.7406x; = 250 Kg/cm² DOBLE EMPARRILLADO VAR 1/2″ ø @ 15 X 15 MURO DE CONCRETO ARMADO 20 cm ESP. DOBLE VAR # 3 @ 15 X 15 F’c\H0.7406x; = 250 Kg/cm² MURO DE CONTENCIÓN <>0 5 5 <>0 5 5 5 5 O.05 5 O.05 <>0 K1 5 5 5 5 5 ESTRIBOS #3 ø @ 20 cm 4 PAQUETE2 DE 4 VAR # 5 ø DETALLE DE: ANCLAJE DE COLUMNA K1 A DADO D1 CON PLACA DE ACERO DETALLE ESTRUCTURAL 13 ESC 1:20 PLANTA DETALLE ESTRUCTURAL 11 ANCLA DE ACERO ROSCADA 1″ ø X 1.20 DE LARGO DOBLES A 90° LONG DE 0.40 PLANTA ESC 1:20 DETALLE ESTRUCTURAL 12 DETALLE DE: DADOS D1 <>0 O.05 5 O.05 5 5 5 5 DADO DE CONCRETO ARMADO 5 5 O.05 K1 5 O.05 <>0 PLACA DE ACERO 0.60 X 0.60 X 0.032 ANCLA DE ACERO ROSCADA 1″ ø X 1.20 DE LARGO DOBLES A 90° LONG DE 0.40 PAQUETE DE 4 VAR # 5 ø ESTRIBOS #3 ø @ 20 cm DETALLE DE: CAJON DE CIEMNTACIÓN, CONTRARABES Y ANCLAJE DE COLUMNA K1 A DADO D1 CON PLACA DE ACERO 5 5 5 5 5 ATIEZADOR DE PLACA DE ACERO 3/8″ 0.10 X 0.07 cm 5 5 FILETE CED #13 7 cml FILETE CED #13 2 cml <>0 ATIEZADOR DE PLACA DE ACERO 3/8″ 0.10 X 0.07 cm