Hazardous Waste Storage Facility DWG Plan for AutoCAD

Hazardous Waste Storage Facility DWG Plan for AutoCAD

is a set of drawings of a solid waste storage. Plans – Sections – Views and Details Constructive

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

Diesel group, electric, tank of, Petroleum, Grid of, ventilation, Grid of, ventilation, Electrogen, Group room, Industrial platform, Typical tranversal section, Slab level, Level of land:, Wooden door, kind, high, doors, width, Picture of spans, kind, Windows, Picture of spans, ledge, height, width, Iron glass, cut, Esc:, Polished cement floor, Brownish colored, wood, Growth, According to details of stirrups., Cut column, grill, Sole, Overcoming, collar, Foundation beam, Ntn, Pvc, Water network, Drainage network ……………………………., Pvc, Electrical network, box, Tank of, harvest, sliding door, High windows, Ntn., Nv., Ntn., Ntn., Npt., variable, cut, Esc:, Main lift, Esc:, Lateral lift, Esc:, Metal door, kind, high, doors, width, Picture of spans, kind, Windows, Picture of spans, ledge, variable, height, width, iron, Growth, Growth, Growth, V.c., Esc .:, Nsz, Layer of concrete filling, scale, section, Sand filling, Npt, Fopo, Nsz, Layer of concrete filling, scale, section, Sand filling, Npt, Fopo, Nsz, Npt, Sand filling, Layer of concrete filling, Fopo, scale, section, column, Shoe box, kind, Esc:, Foundation, Simple concrete, In overcrowding c: h, In c c, With large stone, Reinforced concrete, reinforcing steel, Cms. In columns, Cms. In shoes, Cms. In mooring beams, Free coverings, With medium stone, With horizontal vertical joints., splice, vertical, Stirrups, Clay brick masonry, Cms., The bricks will be of concrete tambourine brick, Will settle with mortar, Technical specifications, Folds splices, Cms. In foundation beams, Structural system: supported, Design overload, Grade steel creep, Coating on slabs flat beams cm, Cylindrical resistance axial compression of concrete, Beams f’c slabs, Norm of constructions in concrete structural: aci, Standard building technique floor foundations, National building regulations, Standard building technique earthquake resistant design, Design rules, Technical specifications, Technical standard of building loads, Beam coating cm, goes., Esc:, Beams, Beam goes, Esc .:, Beam goes, Esc .:, Cut column beams, collar, goes., Box of beams, goes., kind, Collared beam, collar, goes., Bending detail of stirrups, Beam beam, In columns beams, specified, Standard hook detail, Minimum anchoring lengths, Stirrups, anchorage, Overlap of armor, Overlaps

Raw text data extracted from CAD file:

\A1;28.00 N.P.T.±0.00 GRUPO DIESEL ELECTRICO TANQUE DE PETROLEO Rejilla de Ventilación Rejilla de Ventilación N.P.T.±0.00 ELECTROGENO CUARTO DE GRUPO 1 \A1;34.00 \A1;3.03 \A1;5.13 \A1;6.13 \A1;5.08 \A1;1.08 \A1;5.45 \A1;5.45 \A1;2.65 \A1;3.27 \A1;3.65 \A1;1.21 \A1;1.82 \A1;2.95 \A1;2.40 \A1;.17 \A1;.17 \A1;1.18 \A1;1.59 \A1;1.59 \A1;1.09 \A1;1.08 \A1;1.59 \A1;1.59 \A1;1.19 \A1;6.00 \A1;2.50 \A1;.22 \A1;14.29 \A1;19.71 \A1;1.00 \A1;.07 \A1;1.00 \A1;1.00 \A1;.83 \A1;1.00 \A1;.83 \A1;1.00 \A1;1.00 \A1;11.15 \A1;3.51 \A1;1.75 \A1;1.23 \A1;.22 \A1;.10 \A1;.40 \A1;.10 \A1;3.37 \A1;.17 PLATAFORMA INDUSTRIAL SECCION TRANVERSAL TIPICA -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 Nivel de Losa : 14.85 \W3.41973; Nivel de Terreno: \W3.41973; 14.625 -1245.065343040103 -1245.065343040103 -1245.065343040103 -1245.065343040103 \A1;.25 \A1;2.40 \A1;.25 \A1;2.40 \A1;.25 \A1;.25 \A1;4.25 \A1;.25 \A1;.25 \A1;.25 \A1;2.40 \A1;.25 \A1;2.40 \A1;.25 \A1;9.20 \A1;5.55 \A1;5.55 \A1;.25 \A1;.70 \A1;4.40 \A1;1.20 \A1;.25 \A1;.90 \A1;.25 \A1;1.00 \A1;.25 \A1;1.65 \A1;.10 \A1;1.65 \A1;.10 \A1;1.00 \A1;.10 \A1;1.00 \A1;.10 \A1;1.00 \A1;.10 \A1;1.00 \A1;.10 \A1;1.00 \A1;50 \A1;798 \A1;2100 \A1;800 \A1;900 \A1;50 \A1;1040 \A1;50 \A1;250 \A1;798 \A1;250 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 -197.7375265293667 \A1;.20 \A1;.50 \A1;.25 \A1;2.25 \A1;.25 \A1;4.20 \A1;2.10 \A1;4.95 \A1;.70 \A1;.25 \A1;2.25 \A1;.25 \A1;1.80 \A1;variable PUERTA DE MADERA PUERTA DE MADERA TIPO ALTO 2.10 2.60 PUERTAS 0.60 0.90 ANCHO P2 P1 CUADRO DE VANOS TIPO VENTANAS CUADRO DE VANOS ALFEIZAR 0.50 1.53 ALTURA ANCHO 0.50 0.50 1.75 1.42 2.10 2.10 2.10 V1 V2 V3 FIERRO Y VIDRIO FIERRO Y VIDRIO FIERRO Y VIDRIO CORTE A - A ESC: 1/50 \A1;.25 \A1;2.50 \A1;.90 PISO DE CEMENTO PULIDO COLOREADO Y BRUNADO Madera (Clima frio) \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.30 \A1;1.20 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;1.00 \A1;.30 \A1;.25 \A1;.25 \A1;1.00 \A1;.25 \A1;.40 \A1;.25 \A1;.30 \A1;4.25 \A1;.30 \A1;1.20 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;1.20 \A1;3.65 \A1;1.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 67.61136375276496 67.61136375276496 Ø3/8"@.20 Ø3/8"@.20 VC-100(.40x.40) 67.61136375276496 67.61136375276496 67.61136375276496 67.61136375276496 67.61136375276496 B A 67.61136375276496 67.61136375276496 3Ø5/8" 2d5/8"+1 1/2" SUBCIMIENTO SUBCIMIENTO SUBCIMIENTO 67.61136375276496 67.61136375276496 67.61136375276496 67.61136375276496 67.61136375276496 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.30 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.30 \A1;1.00 \A1;0.15 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;a \A1;b 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;.05 \A1;L \A1;L -152.4298671692187 -152.4298671692187 -152.4298671692187 \A1;.15 \A1;.02 -153.4665031580878 -153.4665031580878 \A1;0.25 \A1;0.25 \A1;4.25 \A1;4.63 \A1;0.25 \A1;4.20 \A1;4.59 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.40 \A1;2.78 \A1;2.40 \A1;2.79 \A1;.20 \A1;.05 \A1;0.30 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.60 \A1;0.07 \A1;0.07 \A1;0.07 \A1;.05 \A1;COLUMNA \A1;.20 \A1;.05 \A1;0.90 \A1;0.40 \A1;2.2 \A1;0.50 \A1;0.10 SEGUN DETALLE DE ESTRIBOS. 413.4218117018669 CORTE COLUMNA NF.-1.10 ø1/2" @ 0.20 PARRILLA SOLADO Fc=100Kg/cm2 413.4218117018669 413.4218117018669 SOBRECIMIENTO 413.4218117018669 413.4218117018669 413.4218117018669 413.4218117018669 413.4218117018669 413.4218117018669 COLLARIN 413.4218117018669 413.4218117018669 413.4218117018669 413.4218117018669 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Ø 3/8" VIGA DE CIMENTACION 413.4218117018669 413.4218117018669 0.60x0.30 0.20x0.12 413.4218117018669 2 Ø 3/8" 2 Ø 3/8" Ø 1/4" 0.12x0.40 413.4218117018669 Rto.@.25 d3/8" 1@.05, 4@.10 Rto.@.20 1@.05, 4@.10, 2@.15 NTN 0+0.00 413.4218117018669 \A1;.50 \A1;.25 \A1;a \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;r m, PVC d = 2" \A1;15 m, PVC d = 1 \S1#2;\H1.4286x;" \A1;30 m, PVC d = 1 \S1#2;\H1.4286x;" \A1;m, PVC d = 2" \A1;m, PVC d = 1 \S1#2;\H1.4286x; " \A1;m, PVC d = 1 \S1#2;\H1.4286x;" \A1;m, PVC d = 8" s=5 º/ºº \A1;m, PVC d = 8" s= 2º/ºº \A1;m, PVC d = 8", s= 3º/ºº 15.00 13.87 14.60 13.52 14.60 13.38 14.60 13.24 RED DE AGUA ........................................ RED DE DESAGUE .................................. V3A+EV6 80 5 \A1;m, PVC d = 8" s=2 º/ºº RED DE ELECTRICA ............................... Caja 1.3x0.9x1.29 14.600 12.041 Cisterna de Recoleccion 5x3x2.56 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PUERTA CORREDIZA VENTANAS ALTAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ±0.00m NTN. NV. ±0.00m 5 5 5 5 5 5 5 5 S = 10 % ±0.00m NTN. 5 5 5 5 ±0.00m NTN. NPT. ±0.00m 5 variable \W0.7;\T1.05;A \W0.7;\T1.05;A CORTE A - A ESC: 1/50 ELEVACIÓN PRINCIPAL ESC: 1/50 ELEVACIÓN LATERAL ESC: 1/50 PUERTA METÁLICA TIPO ALTO 2.25 PUERTAS 1.00 ANCHO P1 CUADRO DE VANOS TIPO VENTANAS CUADRO DE VANOS ALFEIZAR variable 2.40 ALTURA ANCHO 0.50 0.50 2.00 2.15 2.50 2.50 2.50 V1 V2 V3 FIERRO FIERRO FIERRO P1 V1 V1 V1 V1 V2 V2 V2 V3 5 N.P.T.+0.25 5 5 N.V.+0.25 C U A D R O D E C O L U M N A S C-1 0.25 4d1/2" 0.25x0.25 0.25 C-2 0.25 0.25 0.25x0.25 Rto.@.20 d3/8" 1@.05, 3@.10, 3@.15 6d1/2" Rto.@.20 d3/8" 1@.05, 3@.10, 3@.15 \W0.7;\T1.05;1 \W0.7;\T1.05;1 \W0.7;\T1.05;1 \W0.7;\T1.05;1 \W0.7;\T1.05;3 \W0.7;\T1.05;3 1 1 1 1 2 2 2 2 1 1 1 1 2 2 2 2 2 2 2 2 VC-1 (.30x.40) VC-1 (.30x.40) VC-1 (.30x.40) VC-1 (.30x.40) VC-1 (.30x.40) VC-1 (.30x.40) VC-1 (.30x.40) A B C A C B 1 2 3 1 2 3 A B C A C B 1 2 3 1 2 3 5 5 Ø3/8"@.20 5 5 5 5 A SUBCIMIENTO 5 5 5 Ø3/8"@.20 5 B 5 SUBCIMIENTO 5 5 R@.20 d3/8" 1@0.05 6d1/2" 5 5 3Ø1/2" 3d1/2" SUBCIMIENTO V.C. - 01 ESC.: 1/25 0.30X0.40 5 2 Ø 1/2" NSZ -1.00 2 Ø 1/2" 2 Ø 1/2" 5 CAPA DE RELLENO DE HORMIGON Ø 3/8" 5 5 5 5 Escala 1:25 SECCION 1-1 VC-1 RELLENO DE ARENA NPT + 0.25 NT N+ 0.00 FoPo 5 5 5 5 2 Ø 1/2" NSZ -1.00 2 Ø 1/2" 2 Ø 1/2" 5 CAPA DE RELLENO DE HORMIGON Ø 3/8" 5 5 5 5 Escala 1:25 SECCION 3-3 VC-1 RELLENO DE ARENA NPT + 0.25 NV + 0.25 NT N+ 0.00 FoPo 5 5 5 5 5 5 5 NSZ -0.70 NPT + 0.25 0.45 5 5 5 RELLENO DE ARENA CAPA DE RELLENO DE HORMIGON FoPo 5 0.15 5 5 Escala 1:25 SECCION 2-2 a COLUMNA b ø1/2" A 0.20 CUADRO DE ZAPATAS TIPO Z-1 b 1.00 a 1.00 Z - 1 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 ESC: 1/50 CIMENTACION CONCRETO SIMPLE En sobrecimientos C:H - 1:8 En cimientos corridos C:H - 1:10 con 30% de piedra grande (8" máx.) CONCRETO ARMADO f'c=210 kg/cm2 ACERO DE REFUERZO fy=4,200kg/cm2 4 cms. en columnas fy=4,200kg/cm2 7 cms. en zapatas 2 cms. en vigas de amarre RECUBRMIENTOS LIBRES (r) con 25% de piedra mediana (6" máx.) con juntas de 1.5 cms., verticales y horizontales. EMPALME VERTICAL ESTRIBOS (Columnas y muros) ALBAÑILERIA DE LADRILLO DE ARCILLA 23x11x9.5 cms. Los ladrillos serán de concreto LADRILLO PANDERETA se asentarán con mortero cemento-arena 1:4 Y Z .30 .40 .50 1/4" 3/8" 1/2" d X Y .50 .40 .30 Z .10 .15 .175 ESPECIFICACIONES TECNICAS EMPALMES Y DOBLECES X \A1;(r) \A1;(r) 4 cms. en vigas de cimentación Sistema Estructural: Aporticado Sobrecarga de Diseño = 50 Kg/m2 Fluencia de Acero Grado 60 : fy = 4200 kg/cm2 Recubrimiento en Losas y vigas chatas : 2.5 cm Resistencia Cilíndrica a la Compresión Axial del Concreto : Columnas, Vigas y Losas : f'c = 210 kg/cm2 Norma de Construcciones en Concreto Estructural: ACI 318-00 Norma Técnica de Edificación E-050: Suelos y Cimentaciones Reglamento Nacional de Construcciones Norma Técnica de Edificación E-030: Diseño Sismo Resistente Normas de Diseño : Especificaciones Técnicas Norma Técnica de Edificación E-020: Cargas Recubrimiento en Vigas : 4.0 cm V.A. - 101 V.A. - 101 V.A. - 101 V.A. - 101 V.A. - 101 V.A. - 101 V.A. - 101 A B C A C B 1 2 3 1 2 3 ESC: 1/50 VIGAS VIGA VA - 101 ESC.: 1/50 0.25X0.25 2 Ø 1/2" d3/8" 1@.05, 5@.10, R@20 5 A 2 Ø 1/2" 2 Ø 1/2" B 5 d3/8" 1@.05, 5@.10, R@20 5 5 2 Ø 1/2" C 5 4 Ø 1/2" 4.20 5 VIGA VA - 101 ESC.: 1/50 0.25X0.25 5 1 2 Ø 1/2" 2 5 3 5 4 Ø 1/2" 5 2 Ø 1/2" d3/8" 1@.05, 5@.10, R@20 5 5 2 Ø 1/2" 2 Ø 1/2" d3/8" 1@.05, 5@.10, R@20 5 CORTE COLUMNA - VIGAS COLLARIN .20 .05 0.20x0.12 2 Ø 3/8" 2 Ø 3/8" Ø 1/4" Rto.@.25 d3/8" 1@.05, 4@.10 5 5 2 Ø 1/2" 2 Ø 1/2" V.A. - 101 0.25 x 0.25 Rto.@.20 d3/8" 1@.05, 5@.10 CUADRO DE VIGAS V.A. - 101 TIPO Viga Collarin 0.25 h 0.20 0.25 b 0.12 COLLARIN 0.20x0.12 2 Ø 3/8" 2 Ø 3/8" Rto.@.20 d3/8" 1@.05, 5@.10 2 Ø 1/2" 2 Ø 1/2" V.A. - 101 0.25 x 0.25 Rto.@.20 d3/8" 1@.05, 5@.10 DETALLE DE DOBLADO DE ESTRIBOS a dDE COLUMNA,PLACA O VIGA EN COLUMNAS Y VIGAS ESPECIFICADO ESPECIFICADO 45° r 45° DETALLE DE GANCHO ESTANDARD LONGITUDES MINIMAS DE ANCLAJE Y 45° ESTRIBOS (Z) 0.10 0.15 Z ANCLAJE 0.45 1/4" d 0.50 0.60 0.45 1/2" 5/8" 3/8" 0.70 3/4" 0.60 0.75 0.55 0.55 0.80 TRASLAPE DE ARMADURAS TRASLAPES

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction details, details, digester, drawings, DWG, facility, fuel, gas, griffin, hazardous, kläranlage, pipeline, plan, plans, sections, set, solid, storage, tank, treatment plant, views, waste