Storm Grid DWG Detail for AutoCAD

Storm Grid DWG Detail for AutoCAD

Description; detail levels; design and dimensioning of a rain storm grid .

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

minimum, minimum, minimum, Grille, Finished floor, concrete, angle of, Finished floor, Concrete in square, structural plans, drain, base of, concrete, armed, ground, natural, pending, Steep slope, Rod of, diameter, each, in both, senses., Fixed grid, Mobile grid, minimum, Spec notes, The resistance of the grid is in relation, With the size of the cargo beds., Grids are used for installation of, Usually when needed, A high when they must endure, Large loads without being damaged., The grid is placed within a, Metal angle with equal interior dimension, Than that of the cant of which, Anchor the top of the wall of the, Drain, As for the once located the, Site during the process of, A signal will be left, Dead of plaster easily removable for, Accommodate the corresponding anchor there., In case the box does not exist it will open, With extreme care., Specify, An additive shall be used, Volume expansion stabilizer, Iron hearth, Fixed grid, template, plant, cut, Drain with iron grating, The anchor will be softened with cement mortar, Detail no., Storm drain with log, Records, vehicular, Sense of transit, Inside the, The dimension, Equal grid, Cant of the, angle, Anchors, Tepetate template, Compacted to that of his p.v.s., Loading slabs, Grid type, Shredder, Typical slack, rack, concrete, Rod of, H.o.r.n., Mortar of, proportion, Cement sand, polished, Flattened, Cm. from, thickness, Cm. from, Cm., Of the frame, Light light, Grille length, Interior long, Loading slabs, Sense of, angle, Auction, sill, minimum, Rain gauge with floor grate type, variable

Raw text data extracted from CAD file:

20 minimo 15 minimo 2.5cm. 2.5cm. 7.5 cm 7.5 cm \A1;variable \A1;4.5000 \A1;2.3400 \A1;2.3400 \A1;30 \A1;49.5000 \A1;30 \A1;2.3400 \A1;2.3400 \A1;4.5000 \A1;62 \A1;1.8000 \A1;1.8000 \A1;49.5000 \A1;7.2000 \A1;30 \A1;50 \A1;0.9010 \A1;7.5 cm \A1;7.5 cm \A1;20 minimo \A1;15 minimo \A1;2.5cm. \A1;2.5cm. 7.5 cm 7.5 cm 20 minimo REJILLA DE SOLERA DE 1" X 1/8" PISO TERMINADO DE CONCRETO ANGULO DE 1"x1"x1/8" PISO TERMINADO DE CONCRETO EN PLAZA (ver planos estructurales DESAGUE A BASE DE CONCRETO ARMADO TERRENO NATURAL PENDIENTE FIRME CON PENDIENTE VARILLA DE 3/8" DE DIAMETRO A CADA 30cm. EN AMBOS SENTIDOS. REJILLA FIJA REJILLA MOVIL 15 minimo NOTAS DE ESPECIFICACIONES LA RESISTENCIA DE LA REJILLA ESTA EN RELACION CON EL TAMANO DE LAS SOLERAS DE CARGA. SE UTILIZAN REJILLAS PARA INSTALACION DE DRENES, GENERALMENTE CUANDO SE NECESITA UNA ALTA RESISTENCIA, CUANDO DEBEN SOPORTAR GRANDES CARGAS SIN QUE SEAN DANADOS. LA REJILLA QUEDA COLOCADA DENTRO DE UN ANGULO METALICO CON DIMENSION INTERIOR IGUAL QUE LA DEL PERALTE DE LA REJILLA, EL CUAL SE ANCLA A LA PARTE SUPERIOR DEL MURO DEL DREN. EN CUANTO AL ANCLAJE, UNA VEZ LOCALIZADO EL SITIO DE ANCLAJE, DURANTE EL PROCESO DE CONSTRUCCION, SE DEJARA UNA SENAL O UN MUERTO DE YESO FACILMENTE REMOVIBLE PARA ALOJAR AHI EL ANCLA CORRESPONDIENTE. EN EL CASO DE NO EXISTIR ESTO, LA CAJA SE ABRIRA CON EXTREMO CUIDADO. ESPECIFIQUE. ARENA, PROPORCION 1:5 Y SE UTILIZARA UN ADITIVO ESTABILIZADOR O EXPANSOR DE VOLUMEN QUE SE correspondientes) SOLERA DE FIERRO DE 1" X 1/8" REJILLA FIJA PLANTILLA PLANTA CORTE A-A' A A' 2.5cm. 2.5cm. DESAGUE CON REJILLA DE FIERRO EL ANCLAJE SE AMACIZARA CON MORTERO DE CEMENTO 5.3. DETALLE No. DREN PLUVIAL CON REGISTRO 5. REGISTROS 7 DE VEHICULOS SENTIDO DEL TRANSITO A 76.80 46.80 8 8 10 15 15 40 30 58 INTERIOR DEL LA DIMENSION REJILLA IGUAL A PERALTE DE LA ANGULO ANCLAS 6 mm PLANTILLA DE TEPETATE COMPACTADO AL 90% DE SU P.V.S.M. SOLERAS DE CARGA REJILLA TIPO IRVING-ENSA 70.08 100.08 A 7 110 46 DESARENADOR 15 S>0.04 HOLGURA TIPICA 6mm. REJILLA IRVING/ENSA CONCRETO F'c=250 kg./cm2. VARILLA DE 3/8" T.M.A.= 3/4" H.O.R.N. MORTERO DE PROPORCION 1:3 CEMENTO ARENA PULIDO APLANADO DE 2 cm. DE ESPESOR TUBERIA DE 30 cm. DE 0 15 cm. DEL MARCO CLARO DE LUZ LARGO DE REJILLA LARGO INTERIOR SOLERAS DE CARGA SENTIDO DE LAS ANGULO DE REMATE SOLERA 6 mm MINIMO COLADERA PLUVIAL CON REJILLA DE PISO TIPO IRVING-ENSA variable 5 5 5 30 5 5 30 5 5 5 5 30 50 5 62 5 5

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

minimum, minimum, minimum, Grille, Finished floor, concrete, angle of, Finished floor, Concrete in square, structural plans, drain, base of, concrete, armed, ground, natural, pending, Steep slope, Rod of, diameter, each, in both, senses., Fixed grid, Mobile grid, minimum, Spec notes, The resistance of the grid is in relation, With the size of the cargo beds., Grids are used for installation of, Usually when needed, A high when they must endure, Large loads without being damaged., The grid is placed within a, Metal angle with equal interior dimension, That of the cant of which, Anchor the top of the wall of the, Drain, As for the once located the, Site during the process of, A signal will be left, Dead of plaster easily removable for, Accommodate the corresponding anchor there., In case the box does not exist it will open, With extreme care., Specify., An additive shall be used, Volume expansion stabilizer that, Iron hearth, Fixed grid, template, plant, cut, Drain with iron grate, The anchor will be softened with cement mortar, Detail no., Storm drain with log, Records, vehicular, Sense of transit, Inside the, The dimension, Equal grid, Cant of the, angle, Anchors, Tepetate template, Compacted to that of his p.v.s., Loading slabs, Grille type, Shredder, Typical clearance, rack, concrete, Rod of, H.o.r.n., Mortar of, proportion, Cement sand, polished, Flattened, Cm. from, thickness, Cm. from, Cm., Of the frame, Light light, Grille length, Interior long, Loading slabs, Sense of, angle, Auction, sill, minimum, Rain gauge with floor grate type, variable

Raw text data extracted from CAD file:

20 minimo 15 minimo 2.5cm. 2.5cm. 7.5 cm 7.5 cm \A1;variable \A1;4.5000 \A1;2.3400 \A1;2.3400 \A1;30 \A1;49.5000 \A1;30 \A1;2.3400 \A1;2.3400 \A1;4.5000 \A1;62 \A1;1.8000 \A1;1.8000 \A1;49.5000 \A1;7.2000 \A1;30 \A1;50 \A1;0.9010 \A1;7.5 cm \A1;7.5 cm \A1;20 minimo \A1;15 minimo \A1;2.5cm. \A1;2.5cm. 7.5 cm 7.5 cm 20 minimo REJILLA DE SOLERA DE 1" X 1/8" PISO TERMINADO DE CONCRETO ANGULO DE 1"x1"x1/8" PISO TERMINADO DE CONCRETO EN PLAZA (ver planos estructurales DESAGUE A BASE DE CONCRETO ARMADO TERRENO NATURAL PENDIENTE FIRME CON PENDIENTE VARILLA DE 3/8" DE DIAMETRO A CADA 30cm. EN AMBOS SENTIDOS. REJILLA FIJA REJILLA MOVIL 15 minimo NOTAS DE ESPECIFICACIONES LA RESISTENCIA DE LA REJILLA ESTA EN RELACION CON EL TAMANO DE LAS SOLERAS DE CARGA. SE UTILIZAN REJILLAS PARA INSTALACION DE DRENES, GENERALMENTE CUANDO SE NECESITA UNA ALTA RESISTENCIA, CUANDO DEBEN SOPORTAR GRANDES CARGAS SIN QUE SEAN DANADOS. LA REJILLA QUEDA COLOCADA DENTRO DE UN ANGULO METALICO CON DIMENSION INTERIOR IGUAL QUE LA DEL PERALTE DE LA REJILLA, EL CUAL SE ANCLA A LA PARTE SUPERIOR DEL MURO DEL DREN. EN CUANTO AL ANCLAJE, UNA VEZ LOCALIZADO EL SITIO DE ANCLAJE, DURANTE EL PROCESO DE CONSTRUCCION, SE DEJARA UNA SENAL O UN MUERTO DE YESO FACILMENTE REMOVIBLE PARA ALOJAR AHI EL ANCLA CORRESPONDIENTE. EN EL CASO DE NO EXISTIR ESTO, LA CAJA SE ABRIRA CON EXTREMO CUIDADO. ESPECIFIQUE. ARENA, PROPORCION 1:5 Y SE UTILIZARA UN ADITIVO ESTABILIZADOR O EXPANSOR DE VOLUMEN QUE SE correspondientes) SOLERA DE FIERRO DE 1" X 1/8" REJILLA FIJA PLANTILLA PLANTA CORTE A-A' A A' 2.5cm. 2.5cm. DESAGUE CON REJILLA DE FIERRO EL ANCLAJE SE AMACIZARA CON MORTERO DE CEMENTO 5.3. DETALLE No. DREN PLUVIAL CON REGISTRO 5. REGISTROS 7 DE VEHICULOS SENTIDO DEL TRANSITO A 76.80 46.80 8 8 10 15 15 40 30 58 INTERIOR DEL LA DIMENSION REJILLA IGUAL A PERALTE DE LA ANGULO ANCLAS 6 mm PLANTILLA DE TEPETATE COMPACTADO AL 90% DE SU P.V.S.M. SOLERAS DE CARGA REJILLA TIPO IRVING-ENSA 70.08 100.08 A 7 110 46 DESARENADOR 15 S>0.04 HOLGURA TIPICA 6mm. REJILLA IRVING/ENSA CONCRETO F'c=250 kg./cm2. VARILLA DE 3/8" T.M.A.= 3/4" H.O.R.N. MORTERO DE PROPORCION 1:3 CEMENTO ARENA PULIDO APLANADO DE 2 cm. DE ESPESOR TUBERIA DE 30 cm. DE 0 15 cm. DEL MARCO CLARO DE LUZ LARGO DE REJILLA LARGO INTERIOR SOLERAS DE CARGA SENTIDO DE LAS ANGULO DE REMATE SOLERA 6 mm MINIMO COLADERA PLUVIAL CON REJILLA DE PISO TIPO IRVING-ENSA variable 5 5 5 30 5 5 30 5 5 5 5 30 50 5 62 5 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, description, Design, DETAIL, dimensioning, DWG, grid, kläranlage, levels, rain, storm, treatment plant