Stable DWG Block for AutoCAD

STABLES OF 3 SQUARES.WITH A CELLAR AND LAUNDRY FOR THE ANIMALS THAT OCCUPY IT CONSTRUCTED IN NORTH -SOUTH ORIENTATION FOR DAYTIME HEATING GAIN DOWN;AND HEIGHTS OF 4 M IN AN ALONE FALL FOR A GOOD VENTILATION AND ILLUMINATION

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

room, left side facade, right side facade, main facade, enclosure chain, intermediate chain, chain of rancher, don paco ranch stables, nopaltepec veracruz., axis, intermediate chain, enclosure chain, washed concrete capital, base washed concrete, concrete column, architectural floor

Raw text data extracted from CAD file:

ROOM 000 \A1;2.70 \A1;0.35 \A1;0.25 \A1;4.24 \A1;4.16 \A1;5.16 \A1;0.30 \A1;0.12 \A1;0.12 \A1;2.24 \A1;2.24 \A1;4.84 \A1;2.25 \A1;2.25 \A1;3.86 \A1;3.78 \A1;5.16 \A1;0.30 \A1;0.12 \A1;0.12 \A1;4.86 \A1;2.32 \A1;0.30 \A1;2.70 \A1;0.30 \A1;0.12 \A1;2.25 \A1;2.25 \A1;4.24 \A1;4.16 \A1;5.16 \A1;0.30 \A1;0.12 \A1;4.86 \A1;4.15 \A1;5.16 \A1;4.15 \A1;4.15 \A1;4.15 \A1;1.50 \A1;1.50 \A1;4.15 \A1;4.15 \A1;4.15 \A1;20.75 \A1;1.50 \A1;4.15 \A1;1.54 \A1;4.24 \A1;2.70 \A1;1.50 \A1;2.70 \A1;1.54 \A1;0.20 \A1;1.00 \A1;0.15 \A1;0.20 \A1;3.00 mts \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;2.70 \A1;2.32 \A1;0.20 5 5 2 3 5 5 5 5 5 5 5 5 5 5 Corte A-A´ 5 5 2 3 5 5 5 5 5 5 5 5 5 Fachada lateral izquierda 5 5 2 3 5 5 5 5 5 5 5 5 5 Fachada lateral derecha A B C D E F 3 2 3 2 \W2.75166; AREA DE \W2.75166; LAVADO CABALLO – 1 \W7.07168; BODEGA \W6.92794; Y \W8.88433; CONSUMIBLES CABALLO – 2 CABALLO – 3 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K- 2 K- 2 5 5 5 5 5 5 5 5 5 K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a K-1a 5 5 5 \W5.30965; REJILLA \W5.30965; PARA \W5.30965; DESAGUE 5 4.24 5 1.54 5 5 5 Fachada Principal CADENA DE CERRAMIENTO Armada con armex 12×20 0.20 0.12 CADENA INTERMEDIA Armada con armex 12×20 0.20 0.12 CADENA DE DESPLANTE Armada con 4 Vs. 3/8″ 0.20 0.15 CASTILLO K-1 Armada 4 Vs. 3/8 0.12 0.12 Est. 1/4 @ 20 cms CASTILLO K-2 Armada 8 Vs. 3/8 0.24 Est. 1/4 @ 20 cms 0.12 CASTILLO K-1a Armex 12 x 12 0.12 0.12 Est. 1/4 @ 20 cms CABALLERIZAS DEL RANCHO DON PACO Nopaltepec Veracruz. Esc: 1:50 5 1.00 N.P.T.+0.00 Varillas de 3/8″ @ 15 cms. Varillas de 1/2″ Plantilla de concreto simple 5cms. Vs. de 3/8″ @ 15 cms. en ambos sentidos Contratrabe de 20 x 60 cms. f´c= 250 kg/cm2 0.15 0.20 Cadena 12 x 20 cms.(armex) f´c= 250 kg/cm2 Vs. de 3/8″ @ 20 cms. Vs. de 3/8″ 0.20 0.60 Estribos de 3/8″ @ 20 cms. 8 Vs. de 1/2″ COLUMNA – 1 EJE 3.00 mts 0.10 0.20 0.20 Cadena Intermedia Cadena de cerramiento Rodapie de block 12x20x40 0.50 x 0.50 x 0.07 mts Capitel de concreto lavado 0.50 x 0.75 mts. Base de concreto lavado Columna de concreto martelinado 0.10 Esc: 1:100 5 2.32 N.P.T. 0+00 N.P.T. = +0.38 N.P.T. = + 0.10 N.P.T. = +- 0.00 5 A A´ Planta Arquitectonica A B C D E F N.P.T. = + 0.38