Feedback Ancon DWG Plan for AutoCAD

Feedback Ancon DWG Plan for AutoCAD

FLOOR PLANS; CUTS AND DEFINED STRUCTURE DETAILS

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

Variable min. M., Type damper, Tax exporter, Fissile barrage, Variable width of the stream, Barrier wall, Hydraulic mattress, Wall of contention, Direction of the stream, Comp. kind, Cut c ‘, scale:, Cut g ‘, scale:, Cut, scale:, plant, scale:, Cºsº p.m., Fuse, Variable min. M., Top filler, Support bed, Lateral filling, Final filler, Trench filler, Final filler, longitudinal, Top filler, Bell with elastomeric ring connection, Support bed, Ground not removed, Ground level, Sense of water flow, Pvc pipe, Piping installation, steel, Type damper, Gate operation slab, Cut and, scale:, Cut d ‘, scale:, Gate slab, Cºsº p.m., The use of pre-fabricated supports is subject to the, Specifications of this project, Boxes. Use concrete, Added coarse select clean sand, Will be used according to manufacturer’s accelerator type standards, Technical specifications, steel, The days of the dump, Water cement for a week, Additives, Demoulding:, others, cured, concrete, concrete, N.a., N.a., Fuse, Tax exporter, Water intake

Raw text data extracted from CAD file:

1.80 1.00 0.30 0.30 0.22 0.25 0.25 0.25 0.30 0.30 0.30 0.60 0.60 0.30 0.20 0.30 1.00 0.20 2.83 0.20 0.23 0.25 0.25 1.20 0.80 1.20 0.80 1.00 0.40 0.30 2.00 R1.24 R1.33 1.75 0.85 0.30 0.10 0.40 Variable Mín. 0.60 m. Ø 6"-8" 0,10 m 0,30 m 0,60 m 1.20 1.10 0.10 0.30 0.30 0.30 0.70 0.30 0.15 0.25 0.25 0.25 0.50 0.30 0.50 0.80 0.10 1.78 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C' C' COMPUERTA TIPO I (0.20x1.20m) DESGRAVADOR BARRAJE FISIBLE ANCHO VARIABLE DEL RIACHUELO MURO DE BARRAJE COLCHON HIDRAULICO MURO DE CONTENSIÓN MURO DE CONTENSIÓN DIRECCION DEL RIACHUELO COMP. TIPO I (Regulación) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE : C - C' ESCALA: 1/25 CORTE : G - G' ESCALA: 1/25 CORTE : F - F' ESCALA: 1/25 PLANTA ESCALA: 1/50 CºSº , Fc=175 Kg/cm2+30% P.M. CºSº , Fc=175 Kg/cm2+30% P.M. D' G' F F' E E' D G 5 5 5 5 CAPTACION BARRAJE FUSIBLE Variable Mín. 0.60 m. Relleno superior Ø 6"-8" 5 5 Cama de apoyo 5 Relleno lateral Relleno final \LDETALLES DE RELLENO DE ZANJA Y UNIÓN DE TUBOS Relleno final \LSECCION LONGITUDINAL Relleno superior Campana con unión de anillo elastomérico Cama de apoyo Terreno no removido Nivel de terreno Sentido del flujo de Agua Tubería PVC S-20 Ø 4"-8" \LDETALLE INSTALACION TUBERIA Acero Ø=3/8" @ 0.15 COMPUERTA TIPO I (Ingreso) LOSA DE OPERACION DE COMPUERTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE : E - E' ESCALA: 1/25 CORTE : D - D' ESCALA: 1/25 Fe Ø=3/8" @ 0.15 LOSA DE COMPUERTA C°S° fc=175 kg/cm2 CºSº , Fc=175 Kg/cm2+30% P.M. CºSº , Fc=175 Kg/cm2+30% P.M. 5 5 5 SE PERMITE EL USO DE CAJAS Y APOYOS PRE FABRICADOS SUJETO A LAS ESPECIFICACIONES DEL PRESENTE PROYECTO CAJAS. USAR CONCRETO f´c=175 Kg/cm2. AGREGADO GRUESO=Ø 3/4"; ARENA GRUESA LIMPIA Y SELECTA fy=4200 Kg/cm2. SE USARA SEGUN NORMAS DEL FABRICANTE TIPO "SIKA" O ACELERANTE DE FRAGUA ESPECIFICACIONES TECNICAS ACERO : A LOS 07 DIAS DEL VACEADO AGUA CEMENTO POR UNA SEMANA ADITIVOS : DESENCOFRADO: OTROS : CURADO : CONCRETO : Concreto fc=175 kg/cm2 N.A. (0.30x1.20m) N.A. N.A. Barraje Fusible Desgravador Ingreso de Agua (0.30x1.20m)

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

Variable min. M., Type damper, Tax deductible, Fissile barrage, Variable width of the stream, Barrier wall, Hydraulic mattress, Wall of contention, Direction of the stream, Comp. kind, Cut c ‘, scale:, Cut g ‘, scale:, Cut, scale:, plant, scale:, C.o.º p.m., Fuse, Variable min. M., Top filler, Support bed, Lateral filling, Final filler, Trench filler, Final filler, longitudinal, Top filler, Bell with elastomeric ring connection, Support bed, Ground not removed, Ground level, Sense of water flow, Pvc pipe, Piping installation, steel, Type damper, Gate operation slab, Cut and, scale:, Cut d ‘, scale:, Gate slab, C.o.º p.m., The use of pre-fabricated supports is subject to the, Specifications of this project, Boxes. Use concrete, Added coarse select clean sand, Will be used according to manufacturer’s accelerator type standards, Technical specifications, steel, The days of the dump, Water cement for a week, Additives, Demoulding:, others, cured, concrete, concrete, N.a., N.a., Fuse bar, Tax exporter, Water intake

Raw text data extracted from CAD file:

1.80 1.00 0.30 0.30 0.22 0.25 0.25 0.25 0.30 0.30 0.30 0.60 0.60 0.30 0.20 0.30 1.00 0.20 2.83 0.20 0.23 0.25 0.25 1.20 0.80 1.20 0.80 1.00 0.40 0.30 2.00 R1.24 R1.33 1.75 0.85 0.30 0.10 0.40 Variable Mín. 0.60 m. Ø 6"-8" 0,10 m 0,30 m 0,60 m 1.20 1.10 0.10 0.30 0.30 0.30 0.70 0.30 0.15 0.25 0.25 0.25 0.50 0.30 0.50 0.80 0.10 1.78 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C' C' COMPUERTA TIPO I (0.20x1.20m) DESGRAVADOR BARRAJE FISIBLE ANCHO VARIABLE DEL RIACHUELO MURO DE BARRAJE COLCHON HIDRAULICO MURO DE CONTENSIÓN MURO DE CONTENSIÓN DIRECCION DEL RIACHUELO COMP. TIPO I (Regulación) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE : C - C' ESCALA: 1/25 CORTE : G - G' ESCALA: 1/25 CORTE : F - F' ESCALA: 1/25 PLANTA ESCALA: 1/50 CºSº , Fc=175 Kg/cm2+30% P.M. CºSº , Fc=175 Kg/cm2+30% P.M. D' G' F F' E E' D G 5 5 5 5 CAPTACION BARRAJE FUSIBLE Variable Mín. 0.60 m. Relleno superior Ø 6"-8" 5 5 Cama de apoyo 5 Relleno lateral Relleno final \LDETALLES DE RELLENO DE ZANJA Y UNIÓN DE TUBOS Relleno final \LSECCION LONGITUDINAL Relleno superior Campana con unión de anillo elastomérico Cama de apoyo Terreno no removido Nivel de terreno Sentido del flujo de Agua Tubería PVC S-20 Ø 4"-8" \LDETALLE INSTALACION TUBERIA Acero Ø=3/8" @ 0.15 COMPUERTA TIPO I (Ingreso) LOSA DE OPERACION DE COMPUERTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE : E - E' ESCALA: 1/25 CORTE : D - D' ESCALA: 1/25 Fe Ø=3/8" @ 0.15 LOSA DE COMPUERTA C°S° fc=175 kg/cm2 CºSº , Fc=175 Kg/cm2+30% P.M. CºSº , Fc=175 Kg/cm2+30% P.M. 5 5 5 SE PERMITE EL USO DE CAJAS Y APOYOS PRE FABRICADOS SUJETO A LAS ESPECIFICACIONES DEL PRESENTE PROYECTO CAJAS. USAR CONCRETO f´c=175 Kg/cm2. AGREGADO GRUESO=Ø 3/4"; ARENA GRUESA LIMPIA Y SELECTA fy=4200 Kg/cm2. SE USARA SEGUN NORMAS DEL FABRICANTE TIPO "SIKA" O ACELERANTE DE FRAGUA ESPECIFICACIONES TECNICAS ACERO : A LOS 07 DIAS DEL VACEADO AGUA CEMENTO POR UNA SEMANA ADITIVOS : DESENCOFRADO: OTROS : CURADO : CONCRETO : Concreto fc=175 kg/cm2 N.A. (0.30x1.20m) N.A. N.A. Barraje Fusible Desgravador Ingreso de Agua (0.30x1.20m)

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Moulding, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	ancon, autocad, cuts, defined, details, distribution, DWG, floor, fornecimento de água, kläranlage, l'approvisionnement en eau, plan, plans, structure, supply, treatment plant, wasserversorgung, water