Septic Tank DWG Block for AutoCAD

Septic Tank DWG Block for AutoCAD

SEPTIC TANK WESTWATER TREATMENT

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

Layer of sand pitched., Waterproofed concrete., both senses., Concrete cap, Layer of sand pitched., Inspection box, Pawns, Pvc entry, Pvc output, Septic tank for waste water treatment, Inspection box, Brick wall, Concrete cap, Stoneware pipe, Concrete plate, Waterproof handkerchief, P.v.c pipe, motor, Stirring propellers, rack, P.v.c pipe, Concrete cap, Sub base in I receive, Concrete basis, Waterproof handkerchief, rack, Brick wall, P.v.c pipe, Brick wall, Sub base in I receive, Concrete basis, Waterproof handkerchief, Concrete basis, Sub base in I receive, Brick wall, Stoneware pipe, Concrete basis, Waterproof handkerchief, Brick wall, Concrete cap, P.v.c pipe, Stoneware pipe, Waterproof handkerchief, Brick wall, Stoneware pipe, motor, rack, Stirring propellers, rack, P.v.c pipe, Brick wall, Waterproof handkerchief, Brick wall, Waterproof handkerchief, P.v.c pipe, Court view, Septic tank for waste water treatment, Plant view, P.v.c pipe, Inspection box, Engine mount, Decantation well, manifold, Suction pump, Brick wall, Waterproof handkerchief, Stoneware, Cantilever reinforcement detail, Floor columns, Typical section, Typical court, Wall, Straps f and kg cm, Main f and kg cm, Concrete f’c, structural design, materials, reinforcement:, design, Contains, Maria eugenia becerra, Bo owner, Typical section, Mooring beam, Cantilever cm, Plate cm, Bo ing:, scale, C.c no:, Column cm, Cement foundation, Coatings, Tank plate detail, Brick, common., Wall, Mooring beam, Concrete p.s.i., Mimimo, Concrete cycle, Foundation, Cyclopean, In particular cycle, Foundation detail, Cycling foundation, In knots, Center of light, Middle stone zonga, Typical section, I cook cycle, Standard hooks, Canal beam, Diameters, Straps, Detail blocks wall with columneta, longitudinally, column, Mooring beam, Wall, materials, principal, concrete, Straps, reinforcement, Mooring beam, Bo owner, Jose maximino reyes palacios, Contains, design, C.c no:, Bo ing:, Septic tank design, Connecting home network of aqueduct, Tee p.v.c. Reduction hub p.v.c., Installed with repair union p.v.c., Urban network p.v.c., adapter, P.v.c. H.g, Pipe p.v.c., Pvc adapter h.g., Key of incorporation, platform, Pvc hose pipe, Flat street, measurer, adapter, Cut log, metal lid, Nut fitting, Concrete overlay, Pre-board, Cast on site, float, Concrete cap, Details underground tank, entry, Reserve tank, Mezzanine board, Tank plate, Hp motor pump, A.f., departure, A.c., Hot water pipe, A.f., air chamber, Heater, P.v.c., Detail lavatory connection, air chamber, Flexible coupling, Ac., Af., Detail inspection boxes, Tidy up, Canyon, Tidy up, Concrete cap, Free base, Shower detail, rack, P.v.c., siphon, Ac., Concrete overlay, Cast on site, Pre-board, Sanitary connection detail, Concrete overlay, siphon, Pre-board, Cast on site, Af., Flexible coupling, air chamber, mixer, air chamber, plug, Af., H.g, Af., Hydrosanitary details, design, Contains, Jose maximino reyes palacios, Bo owner, Bo ing:, C.c no:, Septic tank for treatment of waste water, Court view, Septic tank for treatment of waste water, type plant, Sludges, Pvc output, Deflector screen, Inspection holes, Deflector screen, Pvc entry, foam, Seismic notes, Malaga high seismic risk zone, Structured concrete structure, Concrete psi structure, Mpa, Steel reinforcement kgf, Mpa for, Steel reinforcement, Mpa for, Minimum rod coating cm, Overlapping box, Columneta, Cant, Section vta, Infiltration field, Concrete wall, Inches, Septic tank for treatment of waste water, Court view, Cutting, Mediacaña in particular, Septic tank for treatment of waste water, Mesh roof floor, scale, Cap hooks, top, kind, Notes, The contractor should check, Measures levels in the work

Raw text data extracted from CAD file:

N - + N - + N \A1;0.10 \A1;0.50 \A1;0.08 \A1;0.80 \A1;1.05 \A1;0.88 1.50 2.00 \A1;2.25 \A1;4 E No 3c/15 \A1;.13 \A1;14E No.3 c /7 \A1;E No.2 c /.15 \A1;0.25 \A1;7c/7 \A1;E No.3 c /.15 \A1;0.25 \A1;0.45 \A1;0.05 \A1;0.25 \A1;7c/7 \A1;7c/7 \A1;2.45 1,44 ,70 ,70 1,41 ,35 ,56 ,59 2,44 1,96 4,22 1,27 1,41 1,41 ,14 ,35 1,55 1,55 1,26 1,41 3,03 ,70 1,44 1,44 3,72 3,89 3,97 ,72 2,79 1,59 1,36 \A1;4.25 \A1;0.25 \A1;2.50 \A1;0.25 \A1;1.00 \A1;0.25 \A1;4.25 \A1;0.25 \A1;0.15 \A1;3.10 \A1;0.25 \A1;0.35 \A1;3.30 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.70 \A1;0.70 \A1;4.10 \A1;3.15 \A1;0.80 \A1;0.15 \A1;2.20 \A1;0.80 \A1;0.25 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.25 \A1;2.50 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.25 \A1;3.73 \A1;0.25 \A1;4.23 \A1;.15 \A1;.12 \A1;0.10 \A1;0.35 \A1;1.70 \A1;0.60 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;4.14 \A1;0.30 \A1;0.12 \A1;3.73 \A1;4.13 \A1;3.56 \A1;0.12 \A1;3.44 \A1;4.13 \A1;0.13 \A1;2.34 \A1;0.50 \A1;0.13 \A1;3.53 \A1;3.87 \A1;3.69 \A1;0.13 \A1;0.11 \A1;4.13 \A1;0.10 \A1;1.14 \A1;0.22 \A1;0.10 \A1;0.90 \A1;0.90 \A1;0.12 CAPA DE ARENA APIZONADA. CONCRETO IMPERMEABILIZADO. Ambos sentidos. 1No.3c/25 . TAPA EN CONCRETO e=10cm. CAPA DE ARENA APIZONADA. CAJA DE INSPECION \A1;PAREDES PAÑETADAS 0.10 0.50 0.08 ENTRADA PVC 4" SALIDA PVC 4" Y/O 6" 0.80 POZO SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL d4'' d3'' d4'' d4'' d6'' CAJA DE INSPECCION MURO EN LADRILLO TAPA EN CONCRETO TUBERIA DE GRES PLACA EN CONCRETO PAÑETE IMPERMEHABILIZADO TUBERIA DE P.V.C MOTOR HELICES DE AGITACION REJILLA TUBERIA DE P.V.C TAPA EN CONCRETO TAPA EN CONCRETO SUB BASE EN RECEBO BASE EN CONCRETO PAÑETE IMPERMEHABILIZADO REJILLA MURO EN LADRILLO TUBERIA DE P.V.C TUBERIA DE P.V.C MURO EN LADRILLO MURO EN LADRILLO SUB BASE EN RECEBO BASE EN CONCRETO PAÑETE IMPERMEHABILIZADO PAÑETE IMPERMEHABILIZADO BASE EN CONCRETO SUB BASE EN RECEBO MURO EN LADRILLO TUBERIA DE GRES BASE EN CONCRETO PAÑETE IMPERMEHABILIZADO MURO EN LADRILLO TAPA EN CONCRETO TUBERIA DE P.V.C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBERIA DE GRES d6'' 5 5 5 5 5 5 5 5 5 5 PAÑETE IMPERMEHABILIZADO MURO EN LADRILLO TUBERIA DE GRES MOTOR REJILLA HELICES DE AGITACION REJILLA TUBERIA DE P.V.C MURO EN LADRILLO PAÑETE IMPERMEHABILIZADO MURO EN LADRILLO PAÑETE IMPERMEHABILIZADO TUBERIA DE P.V.C VISTA EN CORTE POZO SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL VISTA EN PLANTA d4'' TUBERIA DE P.V.C d3'' CAJA DE INSPECCION SOPORTE DEL MOTOR POZO DE DECANTACION COLECTOR BOMBA DE SUCCION MURO EN LADRILLO PAÑETE IMPERMEHABILIZADO CODO DE GRES 3/8" 20 cm 1/2" 15 cm DETALLE REFUERZO VOLADIZO COLUMNETAS 1er PISO FN3L1.25 SECCION TIPICA CORTE TIPICO MURO 2d1/2" 25cm 22.5cm FLEJES Fy = 2400 Kg / cm PRNCIPAL Fy = 4200 Kg / cm CONCRETO f'c = 210Kg / cm2 DISEÑO ESTRUCTURAL 5/8" 3/4" MATERIALES REFUERZO: DISEÑO : CONTIENE MARIA EUGENIA BECERRA Vo, Bo PROPIETARIA SECCION TIPICA VIGA DE AMARRE \A1;1.00 VOLADIZO 0.80 cm 1d5/8" L=500 20cm 17.5cm PLACA = 2 cm 1 : 50 Vo, Bo Ing: ESCALA C.C No: COLUMNA = 3.5 cm CIMENTACION = 7 cm RECUBRIMIENTOS DETALLE PLACA DE TANQUES 1 Nº 3c/0.25 LADRILLO TOLETE COMUN. MURO VIGA DE AMARRE concreto 3000 p.s.i. 25X25 40x50 mimimo concreto ciclopeo CIMIENTO CICLOPEO (0.50X0.50) EN CONCRETO CICLOPEO DETALLE DE CIMIENTO 2.45 E#3 c/15cm 19 19 25 25 .10 .10 CIMIENTO CICLOPEO 2Nº4 2Nº4 7E Nº3 c/7 en nudos E Nº3 c/15en centro de luz PIEDRA MEDIA ZONGA 60% 40% e = 0.05 SECCION TIPICA COCRETO CICLOPEO N+0.00 N-0.50 N+0.35 ENo.3 c/15cm C 14E No.3 c/7cm 2.25 4 E No 3c/15 .13 15 cm GANCHOS ESTANDAR VIGA CANAL 0.06 1 Nº 3c/0.25 DIAMETROS 1 No.4 1 No.4 E No.3 c/.20 0.06 0.35 25 E. Nº3 4Nº4 25 2 N* 4 2 N* 4 12 cm 1 No.3 1 No.4 1 No.4 0.23 0.06 0.20 flejes 7.5cm DETALLE TRABE DE MURO CON COLUMNETA (15X25) 14E No.3 c /7 4 No.4 Longitudinalmente Columna E No.3 C/7 VIGA DE AMARRE E No.2 c /.15 0.25 7c/7 Muro 3E No.3 E No.3C/7 E No.3 c /.15 MATERIALES Principal Fy=4200 Kg/cm2 CONCRETO f'c=210Kg/cm2. Flejes Fy=2400Kg/cm2 REFUERZO E 14 E No.3 c/7cm 6 0.25 0.45 0.05 VIGA DE AMARRE 0.25 7c/7 7c/7 Vo, Bo PROPIETARIA JOSE MAXIMINO REYES PALACIOS CONTIENE DISEÑO : C.C No: Vo, Bo Ing: DISEÑO POZO SEPTICO CONECCION RED DOMICILIARIA DE ACUEDUCTO TEE P.V.C. d2"x2" Y BUJE REDUCTOR d2"x1/2" P.V.C. INSTALADOS CON UNION DE REPARACION d2"x1/2" P.V.C. RED URBANA d2" P.V.C. ADAPTADOR P.V.C. H.G. d1/2" TUBERIA P.V.C. ADAPTADOR PVC H.G. LLAVE DE INCORPORACION ANDEN TUBERIA PVC 1/2" d O MANGUERA PISO CALLE MEDIDOR ADAPTADOR REGISTRO DE CORTE TAPA METALICA RACOR Y TUERCA SOBREPISO EN CONCRETO PLACA PREPLANA FUNDIDO EN SITIO FLOTADOR TAPA EN CONCRETO DETALLES TANQUE DE RESERVA SUBTERRANEO 1.50 2.00 ENTRADA Tanque de Reserva Placa de Entrepisos Placa de tanques MOTOBOMBA 1/2 hP A.F. d 3/4" SALIDA A.C. d 1/2" Tuberia de agua Caliente A.F. d 1/2" Camara de Aire Calentador AC.,AF. d1/2" P.V.C.d3" R.3"x2" P.V.C. d2" DETALLE CONEXION LAVAMANOS C.d3" CAMARA DE AIRE ACOPLE FLEXIBLE AC. d1/2" AF. d1/2" DETALLE CAJAS DE INSPECCION PAÑETE IMPRMEABILIZADO CAÑUELA PAÑETE IMPRMEABILIZADO TAPA EN CONCRETO BASE LIBRE DETALLE CONEXION DUCHA 1.05 REJILLA P.V.C. d3" SIFON d3" AC.,AF. d1/2" 0.88 AC. d1/2" SOBREPISO EN CONCRETO FUNDIDO EN SITIO PLACA PREPLANA DETALLE CONEXION SANITARIO SOBREPISO EN CONCRETO SIFON d3" PLACA PREPLANA FUNDIDO EN SITIO AF. d1/2" PVC.d4" ACOPLE FLEXIBLE CAMARA DE AIRE MEZCLADOR CAMARA DE AIRE TAPON AF. d1/2" d1/2" H.G. CS.d4" AF. d1/2" DETALLES HIDROSANITARIOS DISEÑO : CONTIENE JOSE MAXIMINO REYES PALACIOS Vo, Bo PROPIETARIA Vo, Bo Ing: C.C No: TANQUE SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL VISTA EN CORTE B -- B´ 5 TANQUE SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL PLANTA TIPO LODOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALIDA PVC d6'' PANTALLA DEFLECTORA ORIFICIOS DE INSPECCION PANTALLA DEFLECTORA ENTRADA PVC d6'' ESPUMA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.00 - N B' B 2 No.4 L= 4.75 c/ .25 NOTAS SISMORESISTENTE NSR/98 MALAGA ZONA DE RIESGO SISMICO ALTA ESTRUCTURA EN CONCRETO APORTICADA CONCRETO ESTRUCTURA 3000 psi 211Kgf/cm 2 = 21.1 Mpa ACERO REFUERZO 4200 Kgf /cm 2 = 420 Mpa PARA : \U+22053/8 - 1/2" - 5/8" - 3/4" - 7/8" - 1" ACERO REFUERZO 2400 Kgf/cm 2 = 240 Mpa PARA : \U+2205 > 3/8" - 1/4" RECUBRIMIENTO MINIMO DE VARILLA : .05 cm CUADRO DE TRASLAPOS #8 #3 #4 #6 #5 #7 100 CM 50 CM 60 CM 80 CM 70 CM 90 CM COLUMNETA CANT. 6 .05 .08 .05 .15 .12 E#2-0.18 2#3 0.06 0.06 0.29 0.10 0.35 (0.10x0.35) SECCION VTA L=0.38 CAMPO DE INFILTRACION MURO EN CONCRETO MURO EN CONCRETO 5 5 5 5/8 1/2 3/8 7/8 1" 3/4 #5 #4 #3 #7 #8 #6 Nº PULGADAS #2 1/4 1 No.4 L= 11.05 1 No.4 L= 4.75 1 No.4 L= 2.90 c/.25 1 No.4 L= 2.50 c/.25 1 No.3 L= 2.55 1 No.4 L= 2.55 1 No.3 L= 2.55 1 No.3 L= 1.05 c/.25 TANQUE SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL VISTA EN CORTE B -- B´ DESPIECE 5 5 5 5 MEDIACAÑA EN CONCRETO TANQUE SEPTICO PARA TRATAMIENTO DE AGUA RESIDUAL MALLA DE PISO Y TECHO ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 ESCALA 1:50 - N - N 1 No.4 L= 2.50 c/.25 2 No.4 L= 10.95 c/.25 1 No.4 L= 11.05 c/.25 2 No.4 L= 10.75 5 5 5 5 5 5 5 5 1 No.4 L= 3.45 5 5 1 No.4 L= 1.05 c/.25 1 No.4 L= 3.45 c/.25 1 No.4 L= 3.45 c/.25 1 No.3 L= 1.05 c/.25 1 No.3 L= 2.55 c/.25 1 No.4 L= 2.90 c/.25 5 5 5 5 5 5 5 5 5 5 5 1 No.4 L= 4.35 c/.25 1 No.4 L= 3.45 5 GANCHOS DE LA TAPA TAPA 5 5 5 5 5 TIPO A TIPO A TIPO B TIPO B TIPO C TIPO C TIPO D TIPO D TIPO E TIPO F TIPO E TIPO F NOTAS EL CONTRATISTA DEBERA VERIFICAR MEDIDAS Y NIVELES EN LA OBRA

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, septic, tank, treatment, wasser bestimmung, water