Structural Details Of Plant Wastewater Treatment DWG Detail for AutoCAD

Structural Details Of Plant Wastewater Treatment DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

Exit, Tank of, Chlorination, Pvc, Entrance of, Chlorination, Pvc, Projection of, aisle, detail, Note: the rods of the, Anchor counter, As well as reinforcement, Vertical of the wall., General notes, In levels in meters, General dimensions see drawings, Architectural features in case of discrepancy with the, Request clarification from the designer of the, structure., Be able to modify the dimensions or the, Without the written consent of the, Designer of the structure., materials, steel, In levels in meters, Creep stress, For larger rods, For rods, Concrete of:, Armed detail, concrete, Foundation slab, Compacted tepetate, In layers of cms., Rear tune, Of contratrabes, constructive detail, welded Mesh, concrete wall, Bottom slab, Block wall, concrete wall, cut, elevation, detail, Wall of, concrete, The bottom, detail, grill, plant, concrete, Wall of, grill, Wall of, concrete, Contratrabe, Casting joint, In wall, Flexible sealant, Similary, Sika, P.v.c band, Similary, Inner face of the wall, In clarifiers, Solid slab, concrete wall, grill, grill, grill, Var, castle, concrete wall, buttress, Perimeter, Var, Var, The bottom, Var, template, Thick, cut, Var, detail, Contratrabe, Contratrabe, Var, Var, The bottom, concrete wall, Detail of trab, Thick, template, Lock, concrete, Slab of, Dimensions govern the drawing, In landfills, natural terrain, Thick, template, Thick, template, detail, By face, Var, perimeter wall, Wall, Var, Stirrups, per side, Structural details treatment plant, Processing facilities, Contains:, elaborated:, Expenses of the influential:, total cost:, Lp, do not. habitants:, Hab.

Raw text data extracted from CAD file:

\A1;0.7452 SALIDA DE CISTERNA DE CLORACION (TUBO PVC 6") ENTRADA DE CLORACION (TUBO PVC 8") CF-1 T-2 CT-1 CT-2 proyeccion de K-1 pasillo 0.30 T-2 CT-1 CF-1 -1816399.130500183 CT-1 CT-2 CT-1 CF-1 \A1;1.00 \A1;0.48 \A1;1.48 \A1;0.15 \A1;0.15 DETALLE -4 NOTA: las varillas del #6 se anclan a la contratrabe CT-2, Al igual que el refuerzo vertical del muro. 3#3 @ 15 NOTAS GENERALES 2.-ACOTACIONES EN CENTIMETROS, NIVELES EN METROS 3.-PARA DIMENSIONES GENERALES Y DETALLES, CONSULTE LOS PLANOS ARQUITECTONICOS RESPECTIVOS Y EN CASO DE DISCREPANCIA CON LOS ESTRUCTURALES, SOLICITESE ACLARACION AL PROYECTISTA DE LA ESTRUCTURA. 4.-NO SE PODRAN MODIFICAR LAS DIMENSIONES NI ARMADOS DE LOS MIEMBROS ESTRUCTURALES, SIN LA AUTORIZACION POR ESCRITO DEL PROYECTISTA DE LA ESTRUCTURA. MATERIALES ACERO 1.-ACOTACIONES EN CENTIMETROS, NIVELES EN METROS ESFUERZO DE FLUENCIA PARA VARILLAS #3 Y MAYORES fy=4,200 kg/cm2 PARA VARILLAS #2 fy=4,200 kg/cm2 f´c=300 kg/cm2 CONCRETO DE: DETALLE DE ARMADO CONCRETO f'c=200 Kg/cm2 LOSA DE CIMENTACION TEPETATE COMPACTADO EN CAPAS DE 20 cms. Y AFINE POSTERIOR DE CONTRATRABES DETALLE CONSTRUCTIVO 1.20 1.00 0.20 (COMO CIMBRA) 0.30 0.10 MALLA ELECTROSOLDADA 6x6/10-10 MURO DE CONCRETO 0.10 0.10 LOSA DE FONDO MURO DE BLOCK MURO DE CONCRETO CORTE 1-1' (PASILLO) #3@25 ELEVACION DETALLE -2 MURO DE CONCRETO #4 @ 20 0.25 0.20 0.20 0.20 0.40 0.40 LOSA FONDO 4#4 DETALLE -1 PARRILLA # 4 @ 20 PLANTA 0.25 0.20 0.40 #4 @ 20 CONCRETO 4#4 MURO DE #4 @ 20 PARRILLA 0.40 0.20 0.25 MURO DE CONCRETO CONTRATRABE 10 8 25 JUNTA DE COLADO EN MURO 5 SIKAFLEX-768 NE SELLADOR FLEXIBLE 4 SIMILAR 5 0.60 SIKA 0-15/3 0 BANDA DE P.V.C O SIMILAR 5 CARA INTERNA DEL MURO 7.5 7.5 EN CLARIFICADORES 0.10 0.25 0.40 T-1 #3@20 (PASILLO) LOSA MACIZA 0.10 0.50 0.10 0.50 #3 @23 0.25 MURO DE CONCRETO PARRILLA #4 @ 20 PARRILLA # 4 @ 20 0.25 PARRILLA # 4 @ 20 0.40 ( ) 4 VAR # 6 E # 3 @ 20 CASTILLO K-1 MURO DE CONCRETO MURO DE CONCRETO CF-1 0.25 0.75 CONTRAFUERTE 1.00 PERIMETRAL E#3 @ 20 0.30 0.40 3 VAR #8 6 VAR #8 0.40 0.95 1.50 0.60 10 E#3@10cm E#3@15cm 1.20 3 VAR #8 3 VAR #8 3 VAR #8 LOSA FONDO CT-1 2 VAR #6 0.20 0.20 0.60 PLANTILLA f'c=100kg/cm2 DE 4cm DE ESPESOR CF-1 CORTE 4-4 4 0.30 0.20 1.00 (ADICIONALES) ( ) 4 VAR #4 6 VAR #8 6 VAR #8 E#3@25cm 1.20 0.10 DETALLE -7 CONTRATRABE CT-1 (ADICIONALES) 1.00 CONTRATRABE 0.30 CT-2 3 VAR #8 E#3@25cm 1.20 0.20 ( ) 4 VAR #4 6 VAR #8 LOSA FONDO LOSA FONDO MURO DE CONCRETO 0.25 DETALLE DE TRABE 0.10 0.50 4"d 3#3 0.50 0.10 0.25 DE 4cm DE ESPESOR PLANTILLA f'c=100kg/cm2 0.10 0.30 TRABE T-1 CONCRETO LOSA DE 1.-LAS COTAS RIGEN AL DIBUJO T-1 EN VERTEDEROS 0.10 TERRENO NATURAL DE 4cm DE ESPESOR PLANTILLA f'c=100kg/cm2 DE 6cm DE ESPESOR PLANTILLA f'c=100kg/cm2 0.40 1.48 1.00 0.15 0.15 0.48 DETALLE -3 DETALLE -5 DETALLE 6 0.25 por cara 2 VAR #4 3.50 Z1 0.20 MURO PERIMETRAL CF1 Z-1 B= 1.30 0.30 #4 @ 20 # 3 @ 30 2 #3 0.20 0.12 0.12 2#4 #4 0.45 MURO 3 VAR #4 3 VAR #4 2 VAR #8 1 @ 5- 10 @ 10- @17 ESTRIBOS DEL #3 T-1 T-2 (25 X 45 CMS) 1#3@30 4#4 POR LADO DETALLES ESTRUCTURALES PLANTA DE TRATAMIENTO PLANTA DE TRATAMIENTO CONTIENE: ELABORO: Gastos del influente: Gasto total: 570.00m3/Día Q total= 6.6 L.P.S No. Habitantes: 3,780 hab.

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

Exit, Tank of, Chlorination, Pvc, Entrance of, Chlorination, Pvc, Projection of, aisle, detail, Note: the rods of the, Anchor counter, As well as reinforcement, Vertical of the wall., General notes, In levels in meters, General dimensions see drawings, Architectural features in the event of discrepancy with the, Request clarification from the designer of the, structure., Be able to modify the dimensions or the, Without the written consent of the, Designer of the structure., materials, steel, In levels in meters, Creep stress, For larger rods, For rods, Concrete of:, Armed detail, concrete, Foundation slab, Compacted tepetate, In layers of cms., Rear tune, Of contratrabes, constructive detail, welded Mesh, concrete wall, Bottom slab, Block wall, concrete wall, cut, elevation, detail, Wall of, concrete, The bottom, detail, grill, plant, concrete, Wall of, grill, Wall of, concrete, Contratrabe, Casting joint, In wall, Flexible sealant, Similary, Sika, P.v.c band, Similary, Inner face of the wall, In clarifiers, Solid slab, concrete wall, grill, grill, grill, Var, castle, concrete wall, buttress, Perimeter, Var, Var, The bottom, Var, template, Thick, cut, Var, detail, Contratrabe, Contratrabe, Var, Var, The bottom, concrete wall, Detail of trab, Thick, template, Lock, concrete, Slab of, Dimensions govern the drawing, In landfills, natural terrain, Thick, template, Thick, template, detail, By face, Var, perimeter wall, Wall, Var, Stirrups, per side, Structural details treatment plant, Processing facilities, Contains:, elaborated:, Expenses of the influential:, total cost:, Lp, do not. habitants:, Hab.

Raw text data extracted from CAD file:

\A1;0.7452 SALIDA DE CISTERNA DE CLORACION (TUBO PVC 6") ENTRADA DE CLORACION (TUBO PVC 8") CF-1 T-2 CT-1 CT-2 proyeccion de K-1 pasillo 0.30 T-2 CT-1 CF-1 -1816399.130500183 CT-1 CT-2 CT-1 CF-1 \A1;1.00 \A1;0.48 \A1;1.48 \A1;0.15 \A1;0.15 DETALLE -4 NOTA: las varillas del #6 se anclan a la contratrabe CT-2, Al igual que el refuerzo vertical del muro. 3#3 @ 15 NOTAS GENERALES 2.-ACOTACIONES EN CENTIMETROS, NIVELES EN METROS 3.-PARA DIMENSIONES GENERALES Y DETALLES, CONSULTE LOS PLANOS ARQUITECTONICOS RESPECTIVOS Y EN CASO DE DISCREPANCIA CON LOS ESTRUCTURALES, SOLICITESE ACLARACION AL PROYECTISTA DE LA ESTRUCTURA. 4.-NO SE PODRAN MODIFICAR LAS DIMENSIONES NI ARMADOS DE LOS MIEMBROS ESTRUCTURALES, SIN LA AUTORIZACION POR ESCRITO DEL PROYECTISTA DE LA ESTRUCTURA. MATERIALES ACERO 1.-ACOTACIONES EN CENTIMETROS, NIVELES EN METROS ESFUERZO DE FLUENCIA PARA VARILLAS #3 Y MAYORES fy=4,200 kg/cm2 PARA VARILLAS #2 fy=4,200 kg/cm2 f´c=300 kg/cm2 CONCRETO DE: DETALLE DE ARMADO CONCRETO f'c=200 Kg/cm2 LOSA DE CIMENTACION TEPETATE COMPACTADO EN CAPAS DE 20 cms. Y AFINE POSTERIOR DE CONTRATRABES DETALLE CONSTRUCTIVO 1.20 1.00 0.20 (COMO CIMBRA) 0.30 0.10 MALLA ELECTROSOLDADA 6x6/10-10 MURO DE CONCRETO 0.10 0.10 LOSA DE FONDO MURO DE BLOCK MURO DE CONCRETO CORTE 1-1' (PASILLO) #3@25 ELEVACION DETALLE -2 MURO DE CONCRETO #4 @ 20 0.25 0.20 0.20 0.20 0.40 0.40 LOSA FONDO 4#4 DETALLE -1 PARRILLA # 4 @ 20 PLANTA 0.25 0.20 0.40 #4 @ 20 CONCRETO 4#4 MURO DE #4 @ 20 PARRILLA 0.40 0.20 0.25 MURO DE CONCRETO CONTRATRABE 10 8 25 JUNTA DE COLADO EN MURO 5 SIKAFLEX-768 NE SELLADOR FLEXIBLE 4 SIMILAR 5 0.60 SIKA 0-15/3 0 BANDA DE P.V.C O SIMILAR 5 CARA INTERNA DEL MURO 7.5 7.5 EN CLARIFICADORES 0.10 0.25 0.40 T-1 #3@20 (PASILLO) LOSA MACIZA 0.10 0.50 0.10 0.50 #3 @23 0.25 MURO DE CONCRETO PARRILLA #4 @ 20 PARRILLA # 4 @ 20 0.25 PARRILLA # 4 @ 20 0.40 ( ) 4 VAR # 6 E # 3 @ 20 CASTILLO K-1 MURO DE CONCRETO MURO DE CONCRETO CF-1 0.25 0.75 CONTRAFUERTE 1.00 PERIMETRAL E#3 @ 20 0.30 0.40 3 VAR #8 6 VAR #8 0.40 0.95 1.50 0.60 10 E#3@10cm E#3@15cm 1.20 3 VAR #8 3 VAR #8 3 VAR #8 LOSA FONDO CT-1 2 VAR #6 0.20 0.20 0.60 PLANTILLA f'c=100kg/cm2 DE 4cm DE ESPESOR CF-1 CORTE 4-4 4 0.30 0.20 1.00 (ADICIONALES) ( ) 4 VAR #4 6 VAR #8 6 VAR #8 E#3@25cm 1.20 0.10 DETALLE -7 CONTRATRABE CT-1 (ADICIONALES) 1.00 CONTRATRABE 0.30 CT-2 3 VAR #8 E#3@25cm 1.20 0.20 ( ) 4 VAR #4 6 VAR #8 LOSA FONDO LOSA FONDO MURO DE CONCRETO 0.25 DETALLE DE TRABE 0.10 0.50 4"d 3#3 0.50 0.10 0.25 DE 4cm DE ESPESOR PLANTILLA f'c=100kg/cm2 0.10 0.30 TRABE T-1 CONCRETO LOSA DE 1.-LAS COTAS RIGEN AL DIBUJO T-1 EN VERTEDEROS 0.10 TERRENO NATURAL DE 4cm DE ESPESOR PLANTILLA f'c=100kg/cm2 DE 6cm DE ESPESOR PLANTILLA f'c=100kg/cm2 0.40 1.48 1.00 0.15 0.15 0.48 DETALLE -3 DETALLE -5 DETALLE 6 0.25 por cara 2 VAR #4 3.50 Z1 0.20 MURO PERIMETRAL CF1 Z-1 B= 1.30 0.30 #4 @ 20 # 3 @ 30 2 #3 0.20 0.12 0.12 2#4 #4 0.45 MURO 3 VAR #4 3 VAR #4 2 VAR #8 1 @ 5- 10 @ 10- @17 ESTRIBOS DEL #3 T-1 T-2 (25 X 45 CMS) 1#3@30 4#4 POR LADO DETALLES ESTRUCTURALES PLANTA DE TRATAMIENTO PLANTA DE TRATAMIENTO CONTIENE: ELABORO: Gastos del influente: Gasto total: 570.00m3/Día Q total= 6.6 L.P.S No. Habitantes: 3,780 hab.

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, cuts, DETAIL, details, DWG, kläranlage, plant, sizing, specifications, structural, structures, treatment, treatment plant, wastewater