Bathroom With Biodigestor DWG Block for AutoCAD

Bathroom With Biodigestor DWG Block for AutoCAD

DRAFT bathroom with BIODIGESTOR

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

Structural ladder plant, scale, Pipe for urine output, Absorption well, tubular, Water tank, Filling with gravel sifting, Filling with previously excavated excavation product, Comes from Pvc sanitary biodigester of slope of the, Filling with gravel sifting, Filling with previously excavated excavation product, Comes from Pvc sanitary biodigester of slope of the, detail, Absorption well, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Pending, Simple thick concrete template, Heavy wall wall seamed with flattened polished interior, Concrete reinforced concrete cap, detail, Sewage record, Pvc sanitary pipe, Minimum earning of, Sludge outlet valve, detail, Outlet of absorption well with pvc sanitary, Click cap, Biodigester, Self-cleaning, Baf, Saf, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Pending, Simple thick concrete template, Heavy wall partition cm joined with polished flattening inside, Concrete reinforced concrete cap, detail, Sewage record, Comes from biodigestor sludge valves, detail, Mud log, Heavy wall partition cm joined with polished flattening inside, Pending, Simple thick concrete template, Concrete reinforced concrete cap, tubular, Pipe for urine output, Absorption well, cut, Esc:, plant, Esc:, perspective, Esc:, cut, Esc:, structural, Esc:, structural, Esc:, Baf, Filling with previously excavated excavation product, Cm log with heavy partition, Simple cm concrete template, Sludge extraction chamber, Filling with previously excavated excavation product, Self-priming biodigester, Outlet of absorption well with pvc sanitary, Pvc sanitary pipe, Minimum earning of, Ntn, Sludge logging, cut, Saf, Self-priming biodigester, Filling with previously excavated excavation product, Sludge extraction chamber, Self-priming biodigester, cut, Pvc sanitary pipe, Minimum earning of, Sludge outlet valve, detail, Outlet of absorption well with pvc sanitary, Click cap, Biodigester, Self-cleaning, cut, Water tank, Simple cm concrete template, Filling with previously excavated excavation product, Self-priming biodigester, Outlet of absorption well with pvc sanitary, Pvc sanitary pipe, Minimum earning of, Ntn, Sludge logging, cut, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Goes towards biodigestor sanitary pvc of slope of the, Comes from sanitary pvc sanitary slope of the, Pending, Simple thick concrete template, Heavy wall partition cm joined with polished flattening inside, Concrete reinforced concrete top, detail, Sewage record, Ran, Filling with gravel sifting, Filling with previously excavated excavation product, Comes from Pvc sanitary biodigester of slope of the, plant, Esc:, Cm log with heavy partition, Absorption well, Filling with previously excavated excavation product, Sludge extraction chamber, Self-priming biodigester, cut, Ran, general plant, Esc:, Foundation slab, Esc:, structural, Esc:, detail, Absorption well, Cotorte, Esc:, Cotorte, Esc:, I. hydraulics, Esc:, Comes from biodigestor sludge valves, detail, Mud log, Heavy wall partition cm joined with polished flattening inside, Pending, Simple thick concrete template, Concrete reinforced concrete top, Cm log with heavy partition, Filling with previously excavated excavation product, Sludge extraction chamber, Self-priming biodigester, cut, Ran, H. Town hall of san pedro martir yucuxaco, Tlaxiaco, Oaxaca, draft, municipality, location, Mixtec, region, date:, Meters, Dimensions:, Slave, content:, graphic scale, Micro location, Macro location, San pedro martir tlaxiaco oax., Rio san pedro martir yucuxaco, San pedro martir tlaxiaco oax., San pedro martir yucuxaco, Yucuxaco, C. Clement sanjuan kings, Constitutional municipal president, C. Julian santiago vasquez, Municipal syndicate, Treasurer, C. Isabel reyes feria, Municipal treasurer, C. Regine Feria Raymundo, The san pedro martyr yucuxaco, Director responsible for construction, Ing. Alejandro bartolome aguilar mendoza, Cedula prof:, Tlaxiaco oax., the miseries, San pedro, Martyr yucuxaco, highway, Progress, Guadalupe hidalgo, Glen maria, Executive project plan, Rio arena, Build

Raw text data extracted from CAD file:

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ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 DETALLE D-1 REGISTRO DE AGUAS NEGRAS \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.05 \A1;0.07 \A1;0.72 VIENE DE BIODIGESTOR VALBULA DE LODOS DETALLE D-3 REGISTRO DE LODOS MURO DE TABIQUE PESADO 10 X 14 X 28 CM JUNTEADO CON CEMENTO-ARENA 1:3 DE 1CM APLANADO Y PULIDO EN EL INTERIOR -1583.761688619632 -1583.761688619632 -1583.761688619632 -1583.761688619632 -1583.761688619632 -1583.761688619632 -1583.761688619632 -1583.761688619632 PENDIENTE DEL 2% PLANTILLA DE 5CM DE ESPESOR CONCRETO SIMPLE F´C=100KG/CM2 TAPA DE CONCRETO ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 \A1;1.65 \A1;0.15 \A1;0.15 \A1;1.35 \A1;1.50 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.65 \A1;0.33 \A1;0.33 \A1;3.00 \A1;1.65 \A1;0.25 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.25 \A1;1.30 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.30 \A1;0.82 \A1;0.82 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.30 \A1;0.82 \A1;0.82 \A1;1.65 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.15 \A1;1.35 \A1;0.43 \A1;0.43 \A1;0.80 \A1;1.50 \A1;1.50 \A1;1.65 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.50 \A1;1.65 \A1;1.50 \A1;0.20 \A1;0.20 \A1;2.05 \A1;0.30 \A1;0.40 \A1;2.20 \A1;3.00 \A1;1.49 \A1;1.50 \A1;0.35 \A1;0.03 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;2.15 \A1;0.15 \A1;3.45 \A1;0.03 \A1;0.30 \A1;0.05 \A1;0.85 \A1;0.10 \A1;2.00 \A1;1.00 \A1;4.32 \A1;0.03 \A1;0.30 \A1;0.80 \A1;0.15 \A1;2.15 \A1;0.15 \A1;0.74 \A1;4.32 \A1;1.35 \A1;0.15 \A1;0.15 \A1;1.65 \A1;0.70 \A1;0.20 \A1;0.50 \A1;0.70 \A1;1.00 \A1;1.80 \A1;0.30 \A1;0.35 \A1;3.45 \A1;3.00 \A1;1.50 \A1;0.28 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.48 \A1;1.00 \A1;1.80 \A1;0.15 \A1;2.98 \A1;1.65 \A1;0.14 \A1;0.06 \A1;0.14 \A1;0.06 \A1;0.06 \A1;0.06 \A1;0.06 \A1;0.14 \A1;0.14 \A1;0.14 \A1;3.45 \A1;0.80 \A1;0.41 \A1;0.41 \A1;1.65 \A1;0.33 \A1;1.00 \A1;0.33 \A1;0.10 \A1;1.50 \A1;0.03 \A1;2.00 \A1;0.45 \A1;0.15 \A1;0.25 \A1;1.85 \A1;1.00 \A1;0.90 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;1.60 \A1;0.32 \A1;0.35 \A1;0.25 \A1;0.48 \A1;0.90 \A1;1.70 \A1;0.30 \A1;3.03 \A1;0.10 \A1;0.99 \A1;0.20 \A1;0.10 \A1;2.70 \A1;2.10 \A1;0.60 \A1;1.40 \A1;0.15 \A1;0.10 \A1;0.03 \A1;1.70 \A1;0.03 \A1;0.30 \A1;2.50 \A1;0.20 \A1;0.99 \A1;4.02 \A1;4.02 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.60 \A1;0.40 \A1;0.60 \A1;1.50 \A1;1.30 \A1;0.20 \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.40 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.40 \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;5.00 \A1;3.00 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.05 \A1;0.07 \A1;0.72 A 5 B 1 2 5 5 5 1 2 5 5 5 5 A B 5 5 5 5 A B 1 2 1 2 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CC A' A' 5 5 A B 1 2 1 2 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A' A' 5 5 5 5 CC CC CC CC CC CC CD CD CD CD CD CD CD A 5 B 1 2 5 5 5 1 2 5 5 5 5 A B 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 CC CC CC CC K K K K K K K K K K K K TUBULAR TUBULAR TUBULAR TUBULAR A 5 B 1 2 5 5 5 5 5 5 5 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.00 5 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBERÍA PARA SALIDA DE ORINA POZO DE ABSORCIÓN 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE ESC: S/E PLANTA ESC: S/E PERSPECTIVA ESC: S/E CORTE ESC: S/E ESTRUCTURAL ESC: S/E ESTRUCTURAL ESC: S/E 0.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BAF 5 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE REGISTRO DE 60X40 CM CON TABIQUE PESADO (DETALLE D-1) 5 0.25 0.48 0.32 0.35 0.90 PLANTILLA DE CONCRETO SIMPLE DE 45X45X 10 CM CÁMARA DE EXTRACCIÓN DE LODOS (DETALLE D-3) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE (DETALLE D-4) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE BIODIGESTOR AUTOLAVABLE (DETALLE D-2) SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% NTN +0.00 REGISTRO DE LODOS DE 60X60X60 (DETALLE D-3) CORTE A-A' SAF BIODIGESTOR AUTOLAVABLE (DETALLE D-2) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE CÁMARA DE EXTRACCIÓN DE LODOS (DETALLE D-3) BIODIGESTOR AUTOLAVABLE (DETALLE D-2) CORTE A-A' CORTE B-B' X' X Y' Y 1 2 5 5 5 5 TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% VÁLVULA SALIDA DE LODOS DETALLE D-2 SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TAPA CLICK BIODIGESTOR AUTOLIMPIABLE 5 5 5 5 5 5 CORTE X-X' TINACO DE 450L A B 5 5 5 5 5 5 5 5 5 5 5 5 0.90 PLANTILLA DE CONCRETO SIMPLE DE 45X45X 10 CM RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE BIODIGESTOR AUTOLAVABLE (DETALLE D-2) SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% NTN +0.00 REGISTRO DE LODOS DE 60X60X60 (DETALLE D-3) CORTE B-B' VA HACIA BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% VIENE DE SANITARIO PVC SANITARIO DE 4" PENDIENTE DEL 2% 5 5 5 5 5 5 5 5 5 5 5 5 5 VA HACIA BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% VIENE DE SANITARIO PVC SANITARIO DE 4" PENDIENTE DEL 2% PENDIENTE DEL 2% PLANTILLA DE 5CM DE ESPESOR CONCRETO SIMPLE F´C=100KG/CM2 MURO DE TABIQUE PESADO 10 X 14 X 28 CM JUNTEADO CON CEMENTO-ARENA 1:3 DE 1CM APLANADO Y PULIDO EN EL INTERIOR TAPA DE CONCRETO ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 DETALLE D-1 REGISTRO DE AGUAS NEGRAS RAN 5 5 5 5 5 RELLENO CON GRAVA CRIBADA DE 1,1/2 RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE VIENE DE BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% A B A B 1 2 1 2 A B 1 2 A B 1 2 1 2 A B 5 5 5 5 5 5 5 5 5 5 CD CD CD CD K K K K 5 5 5 5 5 5 A B 1 2 1 2 A B 5 5 5 5 5 5 5 5 5 5 CC CC CC CC K K K K 5 5 5 5 5 5 PLANTA ESC: S/E 5 5 5 5 5 5 5 5 5 5 5 5 5 REGISTRO DE 60X40 CM CON TABIQUE PESADO (DETALLE D-1) POZO DE ABSORCION (DETALLE D-4) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE CÁMARA DE EXTRACCIÓN DE LODOS (DETALLE D-3) BIODIGESTOR AUTOLAVABLE (DETALLE D-2) CORTE A-A' CORTE B-B' X' X Y' Y RAN A B 1 2 PLANTA GENERAL ESC: S/E 5 3.00 LOSA DE CIMENTACION ESC: S/E ESTRUCTURAL ESC: S/E DETALLE D-4 POZO DE ABSORCION COTORTE X-X' ESC: S/E COTORTE Y-Y' ESC: S/E I. HIDRAULICA ESC: S/E VIENE DE BIODIGESTOR VALBULA DE LODOS DETALLE D-3 REGISTRO DE LODOS MURO DE TABIQUE PESADO 10 X 14 X 28 CM JUNTEADO CON CEMENTO-ARENA 1:3 DE 1CM APLANADO Y PULIDO EN EL INTERIOR 5 5 5 5 5 5 5 5 PENDIENTE DEL 2% PLANTILLA DE 5CM DE ESPESOR CONCRETO SIMPLE F´C=100KG/CM2 TAPA DE CONCRETO ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 \A1;0.20 \A1;0.03 \A1;4.02 1 2 5 5 5 5 5 -1607.893967702155 5 5 5 5 -1607.893967702155 -1607.893967702155 \A1;1.70 \A1;0.30 \A1;3.03 \A1;0.10 \A1;0.99 \A1;0.10 \A1;2.75 \A1;2.15 \A1;6002.18 \A1;1.70 \A1;0.30 \A1;3.03 \A1;0.10 \A1;0.99 \A1;0.10 \A1;0.20 \A1;2.75 \A1;2.15 \A1;0.60 \A1;0.03 \A1;4.02 1 2 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 -1608.273090907634 \A1;1.40 \A1;0.15 \A1;0.10 \A1;0.03 \A1;1.70 \A1;0.30 \A1;2.50 \A1;0.20 \A1;0.99 \A1;4.02 A B -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 -1608.156812683906 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 -1588.79185827564 REGISTRO DE 60X40 CM CON TABIQUE PESADO (DETALLE D-1) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE (DETALLE D-4) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE CÁMARA DE EXTRACCIÓN DE LODOS (DETALLE D-3) BIODIGESTOR AUTOLAVABLE (DETALLE D-2) CORTE A-A' CORTE B-B' X' X Y' Y RAN A B 1 2 \A1;0.40 \A1;0.60 \A1;1.50 \A1;1.30 \A1;0.20 L A V C E A-01 H. AYUNTAMIENTO DE SAN PEDRO MARTIR YUCUXACO TLAXIACO OAXACA PROYECTO MUNICIPIO LOCALIDAD MIXTECA REGION FECHA: METROS ACOTACIONES: 1 : 20 ESCLA: CONTENIDO: 4.00 8.00 0.00 12.00 2.00 ESCALA GRAFICA MICRO - LOCALIZACION MACRO - LOCALIZACION SAN PEDRO MARTIR YUCUXACO, TLAXIACO OAX. RIO ARENA, SAN PEDRO MARTIR YUCUXACO SAN PEDRO MARTIR YUCUXACO, TLAXIACO OAX. SAN PEDRO MARTIR YUCUXACO YUCUXACO C. CLEMENTE SANJUAN REYES PRESIDENTE MUNICIPAL CONSTITUCIONAL C. JULIAN SANTIAGO VASQUEZ SINDICO MUNICIPAL REGIDOR DE HACIENDA C. ISABEL REYES FERIA TESORERA MUNICIPAL C. REGINO FERIA RAYMUNDO LA UNION, SAN PEDRO MARTIR YUCUXACO DIRECTOR RESPONSABLE DE OBRA ING. ALEJANDRO BARTOLOME AGUILAR MENDOZA CEDULA PROF: 3857548 TLAXIACO OAX. LAS PEÑAS SAN PEDRO MARTIR YUCUXACO CARRETERA TALXIACO-OAXACA EL PROGRESO GUADALUPE HIDALGO CAÑADA MARIA PLANO EJECUTIVO DEL PROYECTO RIO ARENA CONSTRUCCION DE COMDOR COMUNITARIO AGO/ 2015 2 / 2 \A1;1.70 \A1;0.30 \A1;3.03 \A1;0.10 \A1;0.99 \A1;0.10 \A1;0.20 \A1;2.75 \A1;2.15 \A1;0.60 \A1;0.03 \A1;4.02 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 -1608.273091686448 \A1;1.40 \A1;0.15 \A1;0.10 \A1;0.03 \A1;1.70 \A1;0.30 \A1;2.50 \A1;0.20 \A1;0.99 \A1;4.02 A B -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 -1608.156812733978 \A1;1.70 \A1;0.30 \A1;3.03 \A1;0.10 \A1;0.99 \A1;0.20 \A1;0.10 \A1;2.70 \A1;2.10 \A1;0.60 \A1;0.03 \A1;4.02 1 2 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 -1596.958928003583 TINACO DE 450L -1596.958928003583 -1596.958928003583 \A1;1.40 \A1;0.15 \A1;0.10 \A1;0.03 \A1;1.70 \A1;0.30 \A1;2.50 \A1;0.20 \A1;0.99 \A1;4.02 A B -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 -1596.84264975777 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 -1589.345365232077 A B 1 2 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 -1589.25790586124 BAF SAF A B 1 2 \A1;1.70 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.40 \A1;0.15 \A1;0.75 \A1;0.80 \A1;0.15 \A1;1.70 \A1;1.70 \A1;5.00 \A1;3.00 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 -1588.791857971127 REGISTRO DE 60X40 CM CON TABIQUE PESADO (DETALLE D-1) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE (DETALLE D-4) RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE CÁMARA DE EXTRACCIÓN DE LODOS (DETALLE D-3) BIODIGESTOR AUTOLAVABLE (DETALLE D-2) CORTE A-A' CORTE B-B' X' X Y' Y RAN A B 1 2 -1588.791857971127 -1588.791857971127 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.40 \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;1.70 A B 1 2 1 2 A B -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 CC CC CC CC K K K K -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 -1578.428873333624 \A1;0.90 -1588.620509965937 PLANTILLA DE CONCRETO SIMPLE DE 45X45X 10 CM RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE BIODIGESTOR AUTOLAVABLE (DETALLE D-2) SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% NTN +0.00 REGISTRO DE LODOS DE 60X60X60 (DETALLE D-3) CORTE A-A' \A1;1.60 \A1;0.32 \A1;0.35 \A1;0.25 \A1;0.48 \A1;0.90 -1589.046293261933 -1589.046293261933 -1589.046293261933 -1589.046293261933 -1589.046293261933 -1589.046293261933 TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% VÁLVULA SALIDA DE LODOS DETALLE D-2 SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TAPA CLICK BIODIGESTOR AUTOLIMPIABLE \A1;0.90 -1584.588031958815 PLANTILLA DE CONCRETO SIMPLE DE 45X45X 10 CM RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE BIODIGESTOR AUTOLAVABLE (DETALLE D-2) SALIDA A POZO DE ABSORCIÓN CON TUBERIA DE PVC SANITARIO DE 2" TUBO DE PVC SANITARIO 4" PENDIENTE MÍNIMA DE 2% NTN +0.00 REGISTRO DE LODOS DE 60X60X60 (DETALLE D-3) CORTE B-B' \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.05 \A1;0.07 \A1;0.72 VIENE DE BIODIGESTOR VALBULA DE LODOS DETALLE D-3 REGISTRO DE LODOS MURO DE TABIQUE PESADO 10 X 14 X 28 CM JUNTEADO CON CEMENTO-ARENA 1:3 DE 1CM APLANADO Y PULIDO EN EL INTERIOR -1583.761100833927 -1583.761100833927 -1583.761100833927 -1583.761100833927 -1583.761100833927 -1583.761100833927 -1583.761100833927 -1583.761100833927 PENDIENTE DEL 2% PLANTILLA DE 5CM DE ESPESOR CONCRETO SIMPLE F´C=100KG/CM2 TAPA DE CONCRETO ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.60 VA HACIA BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% VIENE DE SANITARIO PVC SANITARIO DE 4" PENDIENTE DEL 2% -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 -1584.68687910294 VA HACIA BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% VIENE DE SANITARIO PVC SANITARIO DE 4" PENDIENTE DEL 2% PENDIENTE DEL 2% PLANTILLA DE 5CM DE ESPESOR CONCRETO SIMPLE F´C=100KG/CM2 MURO DE TABIQUE PESADO 10 X 14 X 28 CM JUNTEADO CON CEMENTO-ARENA 1:3 DE 1CM APLANADO Y PULIDO EN EL INTERIOR TAPA DE CONCRETO ARMADO REFORZADA CON VAR#2 @ 10CM CONCRETO F'C=150KG/CM2 DETALLE D-1 REGISTRO DE AGUAS NEGRAS \A1;0.40 \A1;0.60 \A1;1.50 \A1;1.30 \A1;0.20 -1587.989791976782 -1587.989791976782 -1587.989791976782 -1587.989791976782 -1587.989791976782 RELLENO CON GRAVA CRIBADA DE 1,1/2 RELLENO CON PRODUCTO DE EXCAVACIÓN CRIBADO PREVIAMENTE VIENE DE BIODIGESTOR PVC SANITARIO DE 4" PENDIENTE DEL 2% DETALLE D-4 POZO DE ABSORCION \A1;1.70 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.40 \A1;1.70 A B 1 2 1 2 A B -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 CD CD CD CD K K K K -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 -1583.640842309419 CORTE ESC: S/E PLANTA ESC: S/E CORTE ESC: S/E ESTRUCTURAL ESC: S/E ESTRUCTURAL ESC: S/E PLANTA ESC: S/E PLANTA GENERAL ESC: S/E LOSA DE CIMENTACION ESC: S/E ESTRUCTURAL ESC: S/E I. HIDRAULICA ESC: S/E

Language	Spanish
Drawing Type	Block
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bad, bathroom, biodigestor, block, casa de banho, chuveiro, digester, draft, DWG, lavabo, lavatório, salle de bains, toilet, waschbecken, washbasin, WC