Ramp For Washing Machines DWG Block for AutoCAD

Ramp For Washing Machines DWG Block for AutoCAD

DOUBLE RAMP; HEAVY EQUIPMENT FOR WASHING AND / OR MINOR VEHICLES; It HAS LOWER STEEL DISTRIBUTION AND BACK; TILT PRONOUNCED

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

plant, section, detail, cut, the., washing, technical specifications, floor, notes:, unless otherwise indicated., section plan aa, detail of lower grille, detail of height of stirrups, section b, detail grid metal, rectangular gutter, stirrup detail, concrete, reinforcing steel, technical specifications, reinforcement steel coating:, standard hooks on longitudinal bars, flooring, metal grid, perimeter angle, machinery pool washing area, floor plan

Raw text data extracted from CAD file:

PLANTA ESC: 1/ 5 4 1 3 2 6 7 SECCION ESCALA 1: 000 A 1 DETALLE ESCALA 1: -- ESC:1/1 PLANTA \A1;0.05 \A1;0.30 \A1;1.02 \A1;0.15 \A1;0.45 \A1;0.20 \A1;0.15 -264.4082731527247 -264.4082731527247 -264.4082731527247 -264.4082731527247 -264.4082731527247 -264.4082731527247 -264.4082731527247 A CORTE 000,00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 EL. EL.991.35 EL. EL. 991.35 000,00 000,00 EL. 000,00 N EL. ±0,00 1 A SECCION ESCALA 1: 000 A P-1 LAVADO LAVADO \A1;0.25 \A1;2.00 \A1;8.95 \A1;13.05 \A1;0.21 \A1;13.38 \A1;0.10 \A1;0.33 \A1;0.50 \A1;1.17 \A1;2.97 \A1;0.32 \A1;0.80 \A1;1.10 \A1;0.46 \A1;13.05 \A1;0.25 \A1;0.48 \A1;0.46 \A1;1.10 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.48 \A1;10.15 \A1;14.60 \A1;0.72 \A1;13.15 \A1;0.48 \A1;0.25 ESPECIFICACIONES TÉCNICAS CIMIENTO C° ciclopeo + 40% de PG - CAPACIDAD PORTANTE : 1.00 Kg/cm².( Verificar en Obra) 2.00.- DEL SUELO - PROF. DE CIMENTACION: 0.45 m. (Minimo) 1.1 CONCRETO SIMPLE 1.00.- DE LOS MATERIALES PISO f'c = 210 Kg/cm². RAMPA f'c = 210 Kg/cm² + 20 % PM NOTAS : 1.- TODAS LAS DIMENSIONES Y COTAS DE NIVEL ESTÁN EN METROS, A MENOS QUE SE INDIQUE LO CONTRARIO. 2.- EL TERRENO SERÁ COMPACTADO COMO MÍNIMO EL 95% DE LA MÁXIMA DENSIDAD SECA (MDS). 3.- TAMAÑO MÁXIMO DEL AGREGADO IGUAL A 1". PLANO DE SECCION A-A SECCION ESCALA 1:75 000 A DETALLE DE PARRILA INFERIOR DETALLE DE ALTURA DE ESTRIBOS DETALLE DE ARMADURA 01 DETALLE DE ARMADURA 02 4.- LA RAMPA LLEVARA EL 40% DE PIEDRA MEDIANA EN SU VOLUMEN DE C° \A1;0.71 \A1;0.50 \A1;0.10 SECCION B 000 B DETALLE REJILLA METÁLICA CUNETA RECTANGULAR NOTAS : 1.- TODAS LAS DIMENSIONES Y COTAS DE NIVEL ESTÁN EN METROS, A MENOS QUE SE INDIQUE LO CONTRARIO. 2.- EL TERRENO SERÁ COMPACTADO COMO MÍNIMO EL 95% DE LA MÁXIMA DENSIDAD SECA (MDS). 3.- TAMAÑO MÁXIMO DEL AGREGADO IGUAL A 1". DETALLE DE ESTRIBOS DETALLE DE ESTRIBOS 4.- LA RAMPA LLEVARA EL 40% DE PIEDRA MEDIANA EN SU VOLUMEN DE C° \A1;0.71 \A1;1.02 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.48 \A1;14.60 \A1;0.15 \A1;7.15 \A1;13.25 \A1;0.20 \A1;0.95 \A1;0.20 \A1;1.16 \A1;0.56 \A1;0.36 \A1;0.17 \A1;0.07 \A1;0.14 \A1;0.35 \A1;0.49 \A1;0.56 \A1;0.70 \A1;0.42 \A1;0.28 \A1;0.21 \A1;0.63 \A1;0.77 \A1;0.84 \A1;0.94 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.33 \A1;8.95 \A1;1.02 \A1;2.10 \A1;1.32 \A1;7.68 \A1;0.40 \A1;0.46 \A1;1.10 \A1;1.10 \A1;0.77 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.10 \A1;2.00 \A1;8.95 \A1;2.00 \A1;2.00 \A1;2.00 \A1;8.95 \A1;2.00 \A1;0.20 \A1;2.86 \A1;0.20 \A1;1.16 \A1;3.37 \A1;2.10 5 5 5 5 8.95 8.95 5 5 1% 1% 1% 1% 1% 1% \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;RELLENO GRANULAR \A1;COMPACTADO 95% \W1.87760; \A1;RELLENO \W1.87760; \A1;GRANULAR \W1.98069; \A1;COMPACTADO \W1.98069; \A1;95% \W5.75797; \A1;RELLENO \W5.75797; \A1;GRANULAR \W5.86106; \A1;COMPACTADO \W5.86106; \A1;95% \A1;RELLENO GRANULAR \A1;COMPACTADO 95% \W9.28461; \A1;RELLENO GRANULAR \W9.31038; \A1;COMPACTADO 95% \A1;RELLENO \A1;GRANULAR \A1;COMPACTADO \A1;95% \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 \A1;EL BOHIO DE LAVADO \A1;EL BOHIO \A1;DE LAVADO \A1;EL BOHIO \A1;DE \A1;LAVADO \A1;EL BOHIO DE \A1;LAVADO \W9.45758; \A1;EL BOHIO DE LAVADO \A1;EL BOHIO DE \A1;LAVADO -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 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-1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.175 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;d3/8"\A0;\Q10;@0.30 \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;SOLADO e=5cm \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 -1200.713555929434 \A1;EL BOHIO DE LAVADO \A1;EL BOHIO \A1;DE LAVADO \A1;EL BOHIO \A1;DE \A1;LAVADO \A1;EL BOHIO DE \A1;LAVADO \A1;EL BOHIO DE LAVADO \A1;EL BOHIO DE \A1;LAVADO \A1;EL BOHIO DE LAVADO \A1;EL BOHIO \A1;DE LAVADO \A1;EL BOHIO \A1;DE \A1;LAVADO \A1;EL BOHIO DE \A1;LAVADO \W9.45758; \A1;EL BOHIO DE LAVADO \A1;EL BOHIO DE \A1;LAVADO \A1;EL BOHIO DE LAVADO \A1;EL BOHIO \A1;DE LAVADO \A1;EL BOHIO \A1;DE \A1;LAVADO \A1;EL BOHIO DE \A1;LAVADO \A1;EL BOHIO DE LAVADO \A1;EL BOHIO DE \A1;LAVADO \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 \A1;d3/8"\A0;\Q10;@0.25 1.015999984462496 5 5 5 5 2.002319732190358 8.94768222828202 13.04999999999882 1% 5 5 5 0.4750111172605784 0.4999984840748084 5 \A1;d\S3#8;"@0.25 \A1;d\S3#8;"@0.30 5 \A1;d\S3#8;"@0.30 \A1;d\S3#8;"@0.30 \A1;d\S3#8;"@0.25 \A1;d\S3#8;"@0.25 0.075m F'c = 210 kg/cm2 Fy = 4200 kg/cm2 0.15 m 0.30 m CONCRETO ACERO DE REFUERZO DOBLEZ DE 45° Y 90º y D= 3/8" E S P E C I F I C A C I O N E S T E C N I C A S RECUBRIMIENTO DEL ACERO DE REFUERZO: GANCHOS ESTANDAR EN BARRAS LONGITUDINALES LONGITUD MINIMA DE TRASLAPES PARA VARILLAS D= 1/2" \A1;Detalle 01 y 02 C° = 210 Kg/Cm2 5 5 5 5 5 13.05 5 5 5 5 5 5 5 5 5 14.60 5 13.15 5 5 F'c = 140 kg/cm2 SOLADO \A1;d\S3#8;"@0.25 \A1;d\S3#8;"@0.25 \A1;d\S3#8;"@0.25 \A1;Sale a PTA \A1;Losa \A1;Bruñado @ 0.30 m 5 5 \A1;Sentido de Caida \A1;S = 1.5% \A1;Sentido de Caida \A1;S = 1.5% \A1;Sentido de Caida \A1;S = 1.5% \A1;N.P.T = +0.05 \A1;N.P.T = +0.15 \A1;N.P.T = 0.00 \A1;N.P.T = +1.15 \A1;N.P.T = +1.05 \A1;N.P.T = +0.05 \A1;N.C = -0.35 \A1;N.L.F = -0.10 \A1;N.T = 0.00 \A1;N.L.T = +0.05 \A1;N.P.T = +0.15 \A1;N.R.T = +1.05 Rejilla Metálica \A1;0.60 \A1;0.04 0.40 0.15 \A1;0.10 \A1;0.30 \A1;0.10 Angulo perimétrico Ang. 1 1 2 " x 1 1 2 " x 3 16 " Barra 3/4" @0.15 \A1;10.15 \A1;0.25 \A1;0.47 \A1;0.50 \A1;0.45 \A1;0.25 \A1;0.48 \A1;0.50 \A1;0.46 \A1;0.10 \A1;d1/2"@0.30 Solado e=0.05 \A1;0.07 \A1;d\S3#8;"@0.30 \A1;d\S3#8;"@0.25 \A1;d\S3#8;"@0.25 Ø 3 8 "@0.25 Ø 3 8 "@0.30 \A1;d\S3#8;"@0.25 \A1;1.00 \A1;d\S3#8;"@0.30 \A1;d\S3#8;"@0.25 \A1;0.15 Ø 3 8 "@0.25 Ø 3 8 "@0.25 \A1;d1/2"@0.30 5 \A1;N.C = -0.40 \A1;N.P.T = -0.15 \A1;N.T = 0.00 \A1;N.L.T = +0.05 \A1;N.C = -0.15 5 7.15 13.25 5 0.95 \A1;d\S3#8;"@0.30 5 1.16 5 5 5 Ø 3 8 "@0.30 \A1;d\S3#8;"@0.30 \A1;d\S3#8;" \A1;@0.30 5 5 0.35 0.49 0.56 0.70 0.42 0.28 0.21 0.63 0.77 0.84 0.94 5 0.2999994832582615 0.2999994832581478 0.2999994832581478 0.2999994832581478 0.2999994832582615 0.2999994832580342 0.2999994832581478 0.2999994832581478 0.2999994832581478 0.2999994832581478 0.2999994832581478 0.3317798942210857 8.95 1.02 \A1;d\S3#8;" 2.10 \A1;SE CORTARA 7 Cm CADA 30 CENTIMETROS \A1;EXCEPTO EL ULTIMO SE CORTARA 10 Cm 1.32 5 5 5 5 5 5 5 5 5 5 5 5 2.86 5 1.16 \A1;d\S3#8;" \A1;@0.30 \A1;d\S3#8;"@0.30 3.37 \A1;d\S3#8;"@0.30 2.10 AREA DE LAVADO DE POOL DE MAQUINARIA PLANO DE PLANTA

Language	Spanish
Drawing Type	Block
Category	Vehicles
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Pool
Tags	autocad, block, crane, distribution, double, DWG, equipment, guindaste, heavy, kran, laundry machine, machines, ramp, steel, Transportation, truck, Vehicles, washing