Beam And Vault DWG Block for AutoCAD

Joist and vault

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

premex, joist, welded Mesh, firm cast in place, joist, vault, lock, compression slab, chain of finish of wall armed with vars. stirrups of cms. Similary., Wall, leveling godmother, right foot, vault, welded Mesh, pretensioned joist, edge wood, welded Mesh, concrete cast on site, double joist, vault, Wall, prestressed concrete beam, vault of, mesh, firm of unicode cast on site, measurements, weight, not parts, vault, kg., measurements, not parts, joist, typical slab cut, roof tile, measurements, weight, not parts, vault, kg., measurements, not parts, joist, typical slab cut, prestressed concrete beam, vault of, mesh, firm of unicode cast on site, cut to partition wall load, support of the vault in the chain, cross, mezzanine slab, longitudinal, general storehouse, office, passage, new pavilion first level plant, second floor pavilion plant

Raw text data extracted from CAD file:

\A1;1.90 \A1;1.70 \A1;2.00 \A1;2.90 Premex \A1;1.00 \A1;2.00 \A1;2.95 \A1;0.50 \A1;1.00 \A1;3.20 \A1;0.50 \A1;0.70 5 5 5 5 5 5 5 5 1 f\fArial|b0|i0|c0|p34; 5mm 3 f\fArial|b0|i0|c0|p34; 5mm Vigueta 5 \A1;2 \A1;4 \A1;11 \A1;5 \A1;4 \A1;8 \A1;3 \A1;4 \A1;13 75 cm 5 5 5 5 5 Malla electrosoldada 66x10x10 Firme colado en sitio Vigueta Bovedilla cemento-arena H trabe Losa (capa) de compresión f’c\U+2265200kg/cm2 Cadena de remate de muro armada con 4 vars. f 3/8″ y estribos de 1/4 @15 cms. o similar. Muro Madrina de nivelación Puntal o Pie Derecho Bovedilla Malla Electrosoldada Vigueta Pretensada Patín Recto -189.0298555258069 madera de borde 0.69 0.16 0.20 -4474.22927688441 -4474.22927688441 -4474.22927688441 1.90 m \A1;8.50 \A1;11.85 m \A1;1.00 \A1;1.85 \A1;1.65 \A1;2.90 \A1;1.80 \A1;1.20 \A1;0.40 \A1;10.85 \A1;75 cm \A1;16 \A1;7 \A1;13 \A1;4 \A1;20 5 7.000000000072758 13.00000000000182 4 5 \A1;16 \A1;7 \A1;13 \A1;4 \A1;20 \W7.35714; Malla electrosoldada \W6.98901; 66x10x10 Concreto colado en sitio Doble Vigueta Bovedilla Muro 1.79 2.47 1.00 0.15 9.70 0.15 2.00 0.15 6.10 0.15 1.00 3.38 5.82 1.50 0.15 6.05 0.15 5.65 0.15 6.05 0.15 1.50 1.60 7.22 2.47 0.08 2.14 5.26 3.75 4.40 3.01 2.14 3.22 7.70 5.80 6.35 1.50 4.60 1.22 Vigueta de concreto pretensado Bovedilla de Cemento-Arena Malla Electro-Soldada 1.90 1.70 2.00 2.90 A B C D E 7 9 12 3 4 5 2 8 13 1.00 2.00 2.95 0.50 1.00 3.20 0.50 0.70 Firme de f´c\U+2265\f@Arial Unicode MS|b0|i0|c0|p34;200kg/cm2 colado en el sitio Medidas Peso No de Piezas Bovedilla 0.16 x 0.20 x 0.69 18.60 Kg. 458 Medidas No de Piezas Vigueta 3 1.90 m 3.70 m 2.90 m 1.95 m 3.60 m 9 5 9 4 8.50 11.85 m Corte tipico de losa Losa de Azotea B D F E A 3,75 10,55 1,80 2,90 2,10 3 4 5 6 9 10 11 13 1.00 1.85 1.65 2.90 1.80 1.20 0.40 10.85 Medidas Peso No de Piezas Bovedilla 0.16 x 0.20 x 0.69 18.60 Kg. 419 Medidas No de Piezas Vigueta 1 1.90 m 4.90 m 2.80 m 2.00 m 3.60 m 4 5 7 3 Corte tipico de losa 5.00 m 7 Vigueta de concreto pretensado Bovedilla de Cemento-Arena Malla Electro-Soldada Firme de f´c\U+2265\f@Arial Unicode MS|b0|i0|c0|p34;200kg/cm2 colado en el sitio Corte para muro divisorio o de carga Apoyo de la bovedilla en la cadena \T1.3;\W1.4;CORTE TRANSVERSAL SGUN:(X-X´) ESC:1:100 Losa de Entrepiso \T1.3;\W1.4;CORTE LONGITUDINAL SGUN:(Y-Y´) ESC:1:100 3 2 0,5 1,3 1,7 1 2 1,5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALMACEN GENERAL OFICINA 1 OFICINA 2 OFICINA 3 1 2 3 4 5 6 7 8 9 10 PASADIZO 1 2 3 4 5 6 7 8 9 10 PLANTA DE NUEVO PABELLÓN PRIMER NIVEL \H0.8x;ESC. 1/100 5 18 19 20 21 22 23 24 25 26 27 18 19 20 21 22 23 24 25 26 27 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE NUEVO PABELLÓN SEGUNDO NIVEL \H0.8x;ESC. 1/100