Lightened Slab Beam And Vault, Previ DWG Detail for AutoCAD

Detail lightened slab prestressed beam based PREVI and vault type polystyrene block anchored to wall and / or girder or beam

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

slab detail, scale, slab leaning on wall, slab resting on trab, lightweight hollow block with mortar joint, concrete in compression layer of cm. thick in trab, welded Mesh, prefabricated polystyrene vault, pre-stressed joist, lightweight hollow block with mortar joint, cm review notes to lock, concrete in compression layer of cm. thick in trab, welded Mesh, prefabricated polystyrene vault, pre-stressed joist, review notes to lock

Raw text data extracted from CAD file:

1 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.18 \A1;0.38 5 DETALLE DE LOSA ESCALA 1:20 LOSA APOYADA SOBRE MURO LOSA APOYADA SOBRE TRABE 5 5 5 5 1 2 3 5 6 7 4 1 Block hueco ligero 15 x 20 x 40cm con junta de mortero cemento-arena 1:4 2 4d#3 fy= 4200 kg/cm² 3 E#3@12cm fy= 4200 kg/cm² 4 Concreto en capa de compresión de losa, 5 cm. de espesor y en trabe f´c= 250 kg/cm² 6 Malla electrosoldada 6″ x 6″ / 10 x 10 5 Bovedilla de poliestireno (unicel) marca PREVI 1.27 x 0.70 x 0.16m 7 Vigueta pretensada de 13 cm de peralte marca PREVI 5 5 1 2 4 6 7 8 5 1 Block hueco ligero 15 x 20 x 40cm con junta de mortero cemento-arena 1:4 2 d#4 fy= 4200 kg/cm² 3 E#3@variable cm fy= 4200 kg/cm² REVISAR NOTAS PARA TRABE 4 Concreto en capa de compresión de losa, 5 cm. de espesor y en trabe f´c= 250 kg/cm² 6 Malla electrosoldada 6″ x 6″ / 10 x 10 5 Bovedilla de poliestireno (unicel) marca PREVI 1.27 x 0.70 x 0.16m 7 Vigueta pretensada de 13 cm de peralte marca PREVI 8 1d#4 + 2d#3(columpios) fy= 4200 kg/cm² REVISAR NOTAS PARA TRABE 3