Cellar DWG Section for AutoCAD

Store cellar – Plant – Views – Section

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

in mts., date, scales, dimensions, plan, survey, owner, location, location plant, warehouse, concrete firm, concrete template, variable, concrete foundation chain, foundation detail, areas :, polin mount galv. , project, even laja, extension covered, expert, structural architectural plant, office, metal curtain, loading and unloading, climbs, extension deck, industrial building, walkway, street, neighboring property, plant assembly, slab and joist vault , cover sheet, maneuvering area, freight vehicles, free area, symbology, slab of beam and vault office area, open soul trabe, polin mount, galvanized sheet, signature, compacted filling, metal structure, solid rock filling, detail of office slab, calcrete, without, finish, parapet, concrete shoe, shoe detail

Raw text data extracted from CAD file:

\A1;2.80 \A1;3.65 \A1;2.50 \A1;9.20 \A1;7.20 \A1;7.40 \A1;12.20 \A1;2.90 \A1;23.04 \A1;21.30 \A1;12.60 \A1;85.31 \A1;5.45 \A1;8.37 \A1;14.63 \A1;9.37 \A1;8.70 \A1;18.25 \A1;5.45 0.050 0.15 0.630 \A1;9.60 \A1;7.30 \A1;9.60 \A1;23.95 \A1;1.30 \A1;5.14 \A1;0.86 \A1;3.40 \A1;6.44 \A1;3.00 \A1;6.00 \A1;1.25 \A1;0.30 \A1;85.46 \A1;1.25 \A1;1.25 \A1;0.33 \A1;0.33 \A1;0.10 \A1;0.10 \A1;1.10 \A1;1.25 \A1;1.25 5 0.0999999999999091 1.099999999999937 1.248305084746107 1.248305084745596 1.248305084746107 1.248305084745596 0.3299999999996999 5 \A1;5.65 \A1;12.40 \A1;7.42 \A1;0.30 \A1;1.25 \A1;0.33 26 VAR. 3/4¨ 26 VAR. 3/4¨ 8 VAR. 3/4¨ ARILLOS VAR. 3/8¨ 0.2965857621795749 1.247602854886509 0.3319019048137761 \A1;8.63 \A1;7.83 \A1;7.83 \A1;7.83 \A1;8.30 \A1;8.13 \A1;8.28 \A1;7.83 \A1;7.83 \A1;3.56 \A1;1.60 \A1;7.45 \A1;24.30 \A1;56.84 \A1;76.06 \A1;77.66 \A1;1.30 \A1;2.30 \A1;2.30 \A1;19.08 EN MTS. SEPTIEMBRE 2009 ESCALA 1-125 FECHA . ESCALAS ACOTACIONES PLANO LEVANTAMIENTO PROPIETARIO . UBICACION PLANTA DE LOCALIZACION BODEGA 984.50 M2 \A1;COLUMNA CONCRETO ARMADO 33X33 CM 8 VAR \S3/4¨;\H1.4286x;¨ Firme de concreto Block 20x20x40 Plantilla de concreto 0.3 VARIABLE 0.20 0.20 Cadena de Cimentación Concreto DETALLE DE CIMENTACION 0.10 MURO DE BLOCK 20X20X40 CM. APARENTE AREAS: POLIN MONTEN GALV. TRABE ACERO ALMA ABIERTA ANG. 4¨X4¨ PROYECTO Hasta Laja OFICINA (2 NIVELES) 209.00 M2 EXTENSION CUBIERTA 436.43 M2 escala 1. 125 PERITO PLANTA ARQUITECTONICA ESTRUCTURAL escala 1. 125 ALZADO ARQUITECTONICO BODEGA 9 escala 1. 125 CORTE ARQUITECTONICO BODEGA 9 X-X´ OFICINA CORTINA METALICA ANDEN DE CARGA Y DESCARGA SUBE EXTENSION DE CUBIERTA EXTENSION DE CUBIERTA EXTENSION DE CUBIERTA NAVE INDUSTRIAL CORTINA METALICA CORTINA METALICA EXTENSION DE CUBIERTA BODEGA 8 BODEGA N+1.30 N+1.30 N+0.00 N+0.00 N+0.00 N+1.30 ANDEN ANDEN CALLE PREDIO VECINO OFICINA escala 1. 125 PLANTA DE CONJUNTO EXTENSION DE CUBIERTA EXTENSION DE CUBIERTA EXTENSION DE CUBIERTA EXTENSION DE CUBIERTA LOSA VIGUETA Y BOVEDILLA CUBIERTA DE LAMINA 5 5 5 5 5 5 5 9.60 5 5 5 ANDEN ANDEN ANDEN CALLE ZONA DE MANIOBRAS VEHICULOS DE CARGA AREA LIBRE AREA LIBRE SIMBOLOGIA LOSA DE VIGUETA Y BOVEDILLA AREA DE OFICINA TRABE ALMA ABIERTA POLIN MONTEN LAMINA GALVANIZADA 2.79999999999643 3.649999999999864 2.500000000002387 9.200000000000841 7.19750499966301 7.400000000004866 12.19999999998291 2.899999946622728 5 23.04312466728561 21.30000000014533 12.59999999991555 85.31000000000029 5.450000000999012 104.00 MTS2 79.80 MTS2 252.63 MTS2 AREA TOTA. BODEGA 9 1961.86 M2 (VOLADIZOS O SOTECHADOS) FIRMA 8.367966293243285 5 14.62666059241155 9.372528790652154 8.700000000229778 18.24999999866264 5.450000003210931 PISO CONCRETO FC´ 175KG/CM2 PULIDO 10 CM ESP. PISO CONCRETO FC´ 175KG/CM2 PULIDO 10 CM ESP. PISO CONCRETO FC´ 175KG/CM2 PULIDO 10 CM ESP. relleno compactado concreto 10 cm muro block 20x20x40 estructura metalica relleno roca solida DETALLE DE LOSA DE OFICINA CALCRETO SIN 0.050 0.15 VIGUETA 12-5 BOVEDILLA DE 30x25x56 CM 0.630 F’c=200 KG/CM2 S/E ACABADO PRETIL 5 5 5 5 5 5 5 5 5 zapata concreto DETALLE DE ZAPATA CONCRETO FC´ 175KG/CM2 8 VAR. 3/4¨ ESTRIBOS VAR. 3/8¨ CONCRETO FC´ 175KG/CM2 DETALLE DE ZAPATA B B A A C C 13 13 1 1 11 11 12 12 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 X´ X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C