Hollow-Core Slab DWG Detail for AutoCAD

Hollow-core Slab – Details

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

tray detail, vs bast., variable, vs cm, slab, rib of, concrete, cm cassette, lattice slab detail, mesh, tray, tray detail, vs bast., variable, vs cm, slab, est of cm, vs, est of cm, est of cm, vs, est of cm, vs, reticular slab plant, cassette, the steel elements should be indicated, its development, in the attached work generator format., all the above data should settle, reinforcing steel expressed in tons., volume sand water in cans, concrete, slump, maximum aggregate, concrete volume of in, evaluation, determine the following volumes of work:, organization of works ii, formwork in no. of skids, mesh in

Raw text data extracted from CAD file:

\A1;7.10 \A1;8.50 1/4 de L Detalle de Charola 5 Vs 3/8 @ 20 Bast. 1/4 de L VARIABLE Vs 3/8 @ 20 cm 5 5 Losa 5 0.10 0.20 0.10 \A1;2.00 \A1;2.00 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.15 5 5 0.05 0.15 0.20 NERVADURA de 0.10×0.20cm CONCRETO FC=200 Kg/cm2 CASETON 0.60×0.60×0.20 cm Detalle de Losa Reticular MALLA DE 6×6 0.10 0.60 charola T-1 T-2 1/4 de L Detalle de Charola Vs 3/8 @ 20 Bast. 1/4 de L VARIABLE Vs 3/8 @ 20 cm Losa 5 5 0.20 0.30 Est de 1/4 @ 20 cm 6 Vs de 1/2 5 Vs de 1/2″ Est de 1/4 @ 20 cm 0.30 0.20 T-2 T-1 Est de 1/4 @ 20 cm 4 Vs de 3/8″ 0.15 N-1 Est de 1/4 @ 20 cm 3 Vs de 3/8″ N-2 0.15 0.10 0.10 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 PLANTA LOSA RETICULAR CASETON 60X60X15cm A LOS ELEMENTOS DE ACERO SE DEBERA INDICAR SU DESARROLLO. EN EL FORMATO DE GENERADOR DE OBRA ANEXO. TODOS LOS DATOS ANTERIORES DEBERAN ASENTARSE 3. ACERO DE REFUERZO EXPRESADO EN TONS. 2. VOLUMEN DE; CEMENTO, GRABA, ARENA Y AGUA EN LATAS CONCRETO F’C= 200 Kg/cm2 REVENIMIENTO = 8-10 AGREGADO MAXIMO = 3/4″ 1. VOLUMEN DE CONCRETO DE 200 Kg/cm2 EN m3 2a EVALUACIÓN DETERMINAR LOS SIGUENTES VOLUMENES DE OBRA: ORGANIZACION DE OBRAS I y II 4. CIMBRA EN m2 y No. de polines \A1;0.20 \A1;0.10 \A1;0.10 5. MALLA 6X6 EN m2