Sink Grids DWG Detail for AutoCAD

Construction details of a sink drain grates in vial.

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

your B. Black water p.v.c, Rearing base, Fixed frame, Ipn, Pend., Mouth of visit, otherwise, Unless otherwise noted, Will be from m, The diameter of the pipe, Ipn, Pend., Removable grille, Ipn, road, sidewalk, scale:, Street drain in street driveway, section, belaying pin, Ipn, Fixed frame, free space, Grid frame, Plate anchorage of each, Bars in mm. Mm., Welds, Sand bed, your B. Black water p.v.c, Rearing base, Sand bed, section, Ipn, Pend., Ipn, Pend., Projection tub. Black water p.v.c, your B. Black water p.v.c, Rearing base, Sand bed, Fixed frame, Mouth of visit, otherwise, Unless otherwise noted, Will be from m, The diameter of the pipe, Projection tub. Black water p.v.c, Projection tub. rain water, your B. Black water p.v.c, Rearing base, Removable grille, Projection tub. rain water, Rearing base, Pend., Isometry of sink, Fixed frame, free space, Grid frame, Plate anchorage of each, Bars in mm. Mm., Welds, Mouth of visit the diameter of the pipe will be of m. Unless otherwise indicated, scale:, Street drain in street driveway, plant, Plant railings, plant, Plant railings, section, Mouth of visit, otherwise, Unless otherwise noted, Will be from m, The diameter of the pipe, Pend., belaying pin, scale:, Street window drain, plant, section, Mouth of visit the diameter of the pipe will be of m. Unless otherwise indicated, Canalization tub. For gas in the street, Canalization tub. For gas in the street

Raw text data extracted from CAD file:

6.015 1.50 1.50 1.50 1.50 .09 .09 .09 .90 .25 .25 .09 1.51 1.51 .51 .20 .10 5.73 1.20 4.54 .40 .20 1.21 .51 .20 .10 .61 .96 .20 .05 .15 .63 .15 3.005 1.50 1.50 .09 .09 .90 1.00 1.73 .40 .20 .10 2.73 1.00 1.73 .40 .20 1.10 1.21 1.00 1.10 .15 1.00 .15 .15 .35 .15 .60 .30 .20 1.10 .15 1.00 .15 .15 2.00 1.36 1.37 .10 .15 .10 .73 .10 .93 .63 .15 .63 .15 5.84 .075 .78 .075 6.035 .20 1.01 1.36 .40 1.51 1.51 1.36 .10 45.00° .15 .63 .15 .10 .15 .10 .73 .10 .93 .63 .15 .63 .15 2.83 3.025 .20 .90 .40 1.36 1.37 .15 .20 1.53 .15 .15 .63 .15 .15 .63 .15 .20 .90 .22 .22 .32 .24 .32 2.00 .15 .15 .80 .45 .30 .15 .55 .15 .25 .15 .70 .70 .10 .15 .10 .15 .15 .15 .95 .10 45.00° .75 .55 .20 .20 TUB. P.V.C d8″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.7300000039394945 5 5 5 5 0.6300000031478703 0.150000000372529 5 MARCO FIJO L=100x100x10 IPN 140 PEND. 2% PEND. 2% PEND. 2% PEND. 2% A-A A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.45 m. (15″) EL DIAMETRO DE LA TUBERIA .075 0.7799999895505608 .075 -0.70 -1.10 IPN 140 IPN 140 5 5 0.1999999997206032 5 5 1.199999999720603 4.539779884391464 5 5 5 1.014361030654981 5 PEND. 2% PEND. REJA REMOVIBLE IPN 140 1.360970569774508 CALZADA ACERA 5 ESCALA: 1:25 SUMIDERO DE REJA EN CALZADA DE LA CALLE 1,2,3,4,5 SECCION A-A CABILLA d3/8″ A/C 15CM. A/S CABILLA d3/8″ A/C 15CM. A/S CABILLA d3/8″ A/C 15CM. A/S IPN 140 IPN 140 5 1.507739414693786 1.36331481928937 .10 MARCO FIJO L=100x100x10 ESPACIO LIBRE ±5mm MARCO REJA L=90x90x7 ANCLAJE DE PLETINA DE 35x10x100 CADA 500mm REJAS EN PLETINA DE 75X12 MM. A/C 60 MM. SOLDADURAS 5 C B 5 0.1999999997206032 5 5 5 0.1999999997206032 5 CAMA DE ARENA TUB. P.V.C d8″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO CAMA DE ARENA SECCION C SECCION B 5 0.6300000047776848 0.1499999997904524 5 0.6300000045448542 0.1499999999068677 5 5 5 5 5 5 5 5 5 5 0.7300000037066638 5 5 5 5 0.6300000038463625 0.1500000001396984 5 IPN 140 A-A 5 5 5 0.2000277596525848 5 5 1.003908852348103 1.725871035247109 5 5 5 0.9043895502109078 5 PEND. PEND. 5 IPN 140 5 1.366174302296711 5 5 1.003908879822119 0.1999641326256096 1.525978575809858 0.1499641251284629 PEND. 5 0.6300000048941004 0.1499999999068677 5 0.630001581972465 0.1499907104298472 -0.60 -1.00 5 0.903738835826516 5 PROYECCION TUB. P.V.C d8″ AGUAS NEGRAS PROYECCION TUB. P.V.C d8″ AGUAS NEGRAS 5 5 5 5 5 TUB. P.V.C d12″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO CAMA DE ARENA MARCO FIJO L=100x100x10 A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.30 m. (12″) EL DIAMETRO DE LA TUBERIA PROYECCION TUB. P.V.C d12″ AGUAS NEGRAS PROYECCION TUB. P.V.C d12″ AGUAS NEGRAS PROYECCION TUB. AGUA DE LLUVIA TUB. P.V.C d12″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO REJA REMOVIBLE PROYECCION TUB. AGUA DE LLUVIA BASE DE ARRIÑONAMIENTO 5 -1.0 0.150000000372529 5 5 5 0.8000000000465661 0.1500000008381903 5 0.1499999989755452 0.6000000005587935 0.2999999998137355 5 5 D D E E 5 0.5499999993480742 5 0.2499999997671694 5 5 5 5 0.150000000372529 5 0.1500000015366822 5 5 0.1991447211476043 5 5 PEND. PEND. ISOMETRIA DE SUMIDERO .10 MARCO FIJO L=100x100x10 ESPACIO LIBRE ±5mm MARCO REJA L=90x90x7 ANCLAJE DE PLETINA DE 35x10x100 CADA 500mm REJAS EN PLETINA DE 75X12 MM. A/C 60 MM. SOLDADURAS 5 A BOCA DE VISITA EL DIAMETRO DE LA TUBERIA SERA DE 0.45 m. (15″) A MENOS QUE SE INDIQUE LO CONTRARIO ESCALA: 1:25 SUMIDERO DE REJA EN CALZADA DE LA CALLE “A” PLANTA PLANTA REJAS PLANTA PLANTA REJAS SECCION C SECCION B SECCION A-A C B A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.30 m. (12″) EL DIAMETRO DE LA TUBERIA PEND. PEND. PEND. CABILLA d3/8″ A/C 15CM. A/S 5 0.9999999997671692 0.1500000000232831 5 2.000000000814906 5 ESCALA: 1:25 SUMIDERO DE VENTANA CALLE “1” PLANTA SECCION D-D SECCION E-E 5 A BOCA DE VISITA EL DIAMETRO DE LA TUBERIA SERA DE 0.45 m. (15″) A MENOS QUE SE INDIQUE LO CONTRARIO CANALIZACION TUB. Ø2″ PARA GAS EN LA CALLE “1” Y “5” 0.2000404989812523 0.2000404989812523 CANALIZACION TUB. Ø2″ PARA GAS EN LA CALLE “1” Y “5”

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

your B. Black water p.v.c, Rearing base, Fixed frame, Ipn, Pend., Mouth of visit, otherwise, Unless otherwise noted, Will be from m., The diameter of the pipe, Ipn, Pend., Removable grille, Ipn, road, sidewalk, scale:, Street drain in street driveway, section, belaying pin, Ipn, Fixed frame, free space, Grid frame, Anchor plate of each, Grids in mm plate. Mm., Welds, Sand bed, your B. Black water p.v.c, Rearing base, Sand bed, section, Ipn, Pend., Ipn, Pend., Projection tub. Black water p.v.c, your B. Black water p.v.c, Rearing base, Sand bed, Fixed frame, Mouth of visit, otherwise, Unless otherwise noted, Will be from m., The diameter of the pipe, Projection tub. Black water p.v.c, Projection tub. rain water, your B. Black water p.v.c, Rearing base, Removable grille, Projection tub. rain water, Rearing base, Pend., Isometry of sink, Fixed frame, free space, Grid frame, Anchor plate of each, Grids in mm plate. Mm., Welds, Mouth of visit the diameter of the pipe will be of m. Unless otherwise indicated, scale:, Street drain in street driveway, plant, Plant railings, plant, Plant railings, section, Mouth of visit, otherwise, Unless otherwise noted, Will be from m., The diameter of the pipe, Pend., belaying pin, scale:, Street window drain, plant, section, Mouth of visit the diameter of the pipe will be of m. Unless otherwise indicated, Canalizacion tub. For gas in the street, Canalizacion tub. For gas in the street

Raw text data extracted from CAD file:

6.015 1.50 1.50 1.50 1.50 .09 .09 .09 .90 .25 .25 .09 1.51 1.51 .51 .20 .10 5.73 1.20 4.54 .40 .20 1.21 .51 .20 .10 .61 .96 .20 .05 .15 .63 .15 3.005 1.50 1.50 .09 .09 .90 1.00 1.73 .40 .20 .10 2.73 1.00 1.73 .40 .20 1.10 1.21 1.00 1.10 .15 1.00 .15 .15 .35 .15 .60 .30 .20 1.10 .15 1.00 .15 .15 2.00 1.36 1.37 .10 .15 .10 .73 .10 .93 .63 .15 .63 .15 5.84 .075 .78 .075 6.035 .20 1.01 1.36 .40 1.51 1.51 1.36 .10 45.00° .15 .63 .15 .10 .15 .10 .73 .10 .93 .63 .15 .63 .15 2.83 3.025 .20 .90 .40 1.36 1.37 .15 .20 1.53 .15 .15 .63 .15 .15 .63 .15 .20 .90 .22 .22 .32 .24 .32 2.00 .15 .15 .80 .45 .30 .15 .55 .15 .25 .15 .70 .70 .10 .15 .10 .15 .15 .15 .95 .10 45.00° .75 .55 .20 .20 TUB. P.V.C d8″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.7300000039394945 5 5 5 5 0.6300000031478703 0.150000000372529 5 MARCO FIJO L=100x100x10 IPN 140 PEND. 2% PEND. 2% PEND. 2% PEND. 2% A-A A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.45 m. (15″) EL DIAMETRO DE LA TUBERIA .075 0.7799999895505608 .075 -0.70 -1.10 IPN 140 IPN 140 5 5 0.1999999997206032 5 5 1.199999999720603 4.539779884391464 5 5 5 1.014361030654981 5 PEND. 2% PEND. REJA REMOVIBLE IPN 140 1.360970569774508 CALZADA ACERA 5 ESCALA: 1:25 SUMIDERO DE REJA EN CALZADA DE LA CALLE 1,2,3,4,5 SECCION A-A CABILLA d3/8″ A/C 15CM. A/S CABILLA d3/8″ A/C 15CM. A/S CABILLA d3/8″ A/C 15CM. A/S IPN 140 IPN 140 5 1.507739414693786 1.36331481928937 .10 MARCO FIJO L=100x100x10 ESPACIO LIBRE ±5mm MARCO REJA L=90x90x7 ANCLAJE DE PLETINA DE 35x10x100 CADA 500mm REJAS EN PLETINA DE 75X12 MM. A/C 60 MM. SOLDADURAS 5 C B 5 0.1999999997206032 5 5 5 0.1999999997206032 5 CAMA DE ARENA TUB. P.V.C d8″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO CAMA DE ARENA SECCION C SECCION B 5 0.6300000047776848 0.1499999997904524 5 0.6300000045448542 0.1499999999068677 5 5 5 5 5 5 5 5 5 5 0.7300000037066638 5 5 5 5 0.6300000038463625 0.1500000001396984 5 IPN 140 A-A 5 5 5 0.2000277596525848 5 5 1.003908852348103 1.725871035247109 5 5 5 0.9043895502109078 5 PEND. PEND. 5 IPN 140 5 1.366174302296711 5 5 1.003908879822119 0.1999641326256096 1.525978575809858 0.1499641251284629 PEND. 5 0.6300000048941004 0.1499999999068677 5 0.630001581972465 0.1499907104298472 -0.60 -1.00 5 0.903738835826516 5 PROYECCION TUB. P.V.C d8″ AGUAS NEGRAS PROYECCION TUB. P.V.C d8″ AGUAS NEGRAS 5 5 5 5 5 TUB. P.V.C d12″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO CAMA DE ARENA MARCO FIJO L=100x100x10 A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.30 m. (12″) EL DIAMETRO DE LA TUBERIA PROYECCION TUB. P.V.C d12″ AGUAS NEGRAS PROYECCION TUB. P.V.C d12″ AGUAS NEGRAS PROYECCION TUB. AGUA DE LLUVIA TUB. P.V.C d12″ AGUAS NEGRAS BASE DE ARRIÑONAMIENTO REJA REMOVIBLE PROYECCION TUB. AGUA DE LLUVIA BASE DE ARRIÑONAMIENTO 5 -1.0 0.150000000372529 5 5 5 0.8000000000465661 0.1500000008381903 5 0.1499999989755452 0.6000000005587935 0.2999999998137355 5 5 D D E E 5 0.5499999993480742 5 0.2499999997671694 5 5 5 5 0.150000000372529 5 0.1500000015366822 5 5 0.1991447211476043 5 5 PEND. PEND. ISOMETRIA DE SUMIDERO .10 MARCO FIJO L=100x100x10 ESPACIO LIBRE ±5mm MARCO REJA L=90x90x7 ANCLAJE DE PLETINA DE 35x10x100 CADA 500mm REJAS EN PLETINA DE 75X12 MM. A/C 60 MM. SOLDADURAS 5 A BOCA DE VISITA EL DIAMETRO DE LA TUBERIA SERA DE 0.45 m. (15″) A MENOS QUE SE INDIQUE LO CONTRARIO ESCALA: 1:25 SUMIDERO DE REJA EN CALZADA DE LA CALLE “A” PLANTA PLANTA REJAS PLANTA PLANTA REJAS SECCION C SECCION B SECCION A-A C B A BOCA DE VISITA LO CONTRARIO A MENOS QUE SE INDIQUE SERA DE 0.30 m. (12″) EL DIAMETRO DE LA TUBERIA PEND. PEND. PEND. CABILLA d3/8″ A/C 15CM. A/S 5 0.9999999997671692 0.1500000000232831 5 2.000000000814906 5 ESCALA: 1:25 SUMIDERO DE VENTANA CALLE “1” PLANTA SECCION D-D SECCION E-E 5 A BOCA DE VISITA EL DIAMETRO DE LA TUBERIA SERA DE 0.45 m. (15″) A MENOS QUE SE INDIQUE LO CONTRARIO CANALIZACION TUB. Ø2″ PARA GAS EN LA CALLE “1” Y “5” 0.2000404989812523 0.2000404989812523 CANALIZACION TUB. Ø2″ PARA GAS EN LA CALLE “1” Y “5”