Tanker Plane DWG Block for AutoCAD

Tanker Plane DWG Block for AutoCAD

Tanker 34m3 Urban Habilitation (architecture, structures, .electric inst.)

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

Percolating well plant, Filling with crushed stone, Good brick type, anchorage, Stable cylindrical wall, Arrives tub. Septic chamber pvc, gravel, Vertical joint without mortar minimum thickness, Concrete ring, First course with mortar, Regular flat beds, Can be stone in size, gravel, Horizontal with mortar, Vertical joint without mortar, natural terrain, Of natural land, cut, Ground well detail, Free of pebbles, Copper rod, Compact sieved earth, Manipulate it, With iron armor handle for, Concrete cover, Pipe of, With awg copper conductor., Connection clip for, Cable rod, Technical specifications, Electrolytic copper conductors of conductivity iacs, Will have pvc insulation of the minimum condtor type, To use will be of caliber, Pipe will be chloride standard European type light, The minimum use will be, The output boxes will be of fºgº of the light type, The minimum use will be of the standard American heavy type, Concrete, Registration box detail, mailbox, Slab armor, Of roof of mailbox, flat surface, Channel, plaster, Roof slab, cut, anchorage, flat surface, Roof slab, Concrete frame, cut, Concrete cover, Max., Max., N.p.t., Polished floor, Path in income, concrete, Comp., Esc:, scale, Plant house, Of welded, Square platinum, soldier, wire, Mesh, detail, scale, Cough, The removable slab will be conc. armed, It shall be provided with a sliding iron handle., If secured with base bolts., With platens between, The iron grill will be made, Stainless in the discharge, With metal mesh, Protected overflow output, Metal, pass, note, elevation, scale, cut, your B. Overflow, Removable slab, rack, scale, detail, stairs, top, scale, concrete base, Ceiling level, tank, Base detail for pump anchor, Flashlight pump, steel, Motherboard, anchorage, Bolts, Nipple threaded, Inst., pressure gauge, valve, Flange breaks water from, handle, Pvc, Anticorrosive epoxy paint, Flanged steel sch, Notes, All metal pipes will have two layers of, The network of exposed pipes will be, Dear, Technical specifications, Constant pressure type, Hz., ., vertical, Voiltios, equipment, Adt, Electric pumps, F.p., tension, cycle, F.s., Pot., motor, Of units, Overflow box, scale, elevation, handle, Removable slab, rack, Metal, handle, Movable slab, scale, plant, sidewalk, Cash projection, Roof design, sidewalk, control, scale, sidewalk, Sel, Power meter, Switchboard, Light centers, Brackets, Bipolar outlets, Circuit On flat in pvc, Power supply circuit, Shock switches, Circuit Ceiling in pvc, symbol, Kwh, H.s.n.p.t., C., description, legend, Flat diagram t.d., board, principal, comes from, reservation, Power outlets, Electric pump, Cu. naked, Earth, Well of, existing, Maximum demand table, lighting, Power outlets, applications, demand, Unitary, load, Installed, total, demand, factor, power, Roof, area, area, Pvc.sap, board, electric, Earth well, Flange breaks water, Pvc matrix adduction pipe arrives, See inst., pressure gauge, Electric pumps, filling, stairs, cut, scale, level of, layette, Suction, volume, Maximum level of, filling, Income l.aduccion matrix, distribution network, U.u., Overflow, your B., Flange breaks water, your B., scale, Plant house, Cash projection, Box of housekeeping, sidewalk, Roof projection, control, sidewalk, Roof design, sidewalk, see detail, sidewalk, Pvc matrix adduction pipe arrives, Tee, Overflow, Of ventilation, board, electric, Sole, entry, see detail, Universal, entry, legend, Valv. Double action air, Valve, flowmeter, Pressure relief valve, pressure gauge, Symbol, description, Elbow, Union dresser, Valv. gate, reduction of, Concrete data, gate valve, Union dresser, Transition acer bb pvc u.f., gate valve, tee, Union dresser, Sole, Pastry brick cover, Goes the distribution network, reduction of, drawing, observations, owner, draft, date:, scale:, Responsible professional, description, Location of the land, flat:, sheet:, cut, scale, filling, Additional upstream, Roof projection, sidewalk, Roof design, sidewalk, Cistern roof, scale, Light house roof, scale, Bottom slab, scale, Overcoming, drawing, observations, owner, Location, date:, scale:, Responsible professional, description, Location of the land, flat:, sheet:, its T., its T., Overlap area, In plane, See long. Overlapping, Overlapping no more than, Of reinforcement, In columns, Typical overlap of reinforcement, Columns, level, column, Det. Of change of secc. from, level, Column

Raw text data extracted from CAD file:

.15 .40 .30 .30 .05 .80 .15 .60 .15 .60 .15 .20 .30 .15 .20 .30 .25 .40 .15 .08 .30 .15 .30 .15 .10 .15 3/8" .10 .30 .05 .80 .15 .65 .15 .60 .15 .20 .15 .15 .30 .25 .30 2.48 1.40 0.30 0.24 0.30 0.24 0.30 2.10 0.10 0.10 0.10 0.10 0.20 0.30 0.24 1.40 0.24 0.30 2.48 PLANTA DE POZO PERCOLADOR RELLENO CON PIEDRA CHANCADA DE Ø1/2"a 3/4" -182.3858076038411 -182.3858076038411 -182.3858076038411 -182.3858076038411 -182.3858076038411 -182.3858076038411 A LADRILLO TIPO KIN-KONG BIEN COCIDO(ROCOCHO) A ANCLAJE MURO CILINDRICO ESTABLE -178.7272836702945 -178.7272836702945 -178.7272836702945 -178.7272836702945 LLEGA TUB. PVC Ø4" DE CAMARA SEPTICA -178.7272836702945 -178.7272836702945 -178.7272836702945 -178.7272836702945 -178.7272836702945 -178.7272836702945 -178.7272836702945 GRAVA Ø1/2" a 3/4" JUNTA VERTICAL SIN MORTERO ESPESOR MINIMO 0.50cm. ANILLO DE CONCRETO POBRE 1:12 CEMENTO - HORMIGON PRIMERA HILADA CON MORTERO 1:16 (PIEDRA CHANCADA) REGULAR Y PLANAS ACOMODADAS PUEDE SER PIEDRA DE TAMAÑO GRAVA Ø1/2"a 3/4" \A1;JUNTA HORIZONTAL CON MORTERO JUNTA VERTICAL SIN MORTERO TERRENO NATURAL \A1;NIVEL DE TERRENO NATURAL \A1;Ø3/8"@0.20 -178.7272836702945 -178.7272836702945 CORTE A-A \A1;0,05 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.30 \A1;2.40 \A1;2.10 \A1;0.20 \A1;0.80 DETALLE DE POZO DE TIERRA -239.1463307632681 -239.1463307632681 LIBRE DE PEDRONES VARILLA DE COBRE DE 1/2"x2.00m TIERRA CERNIDA Y COMPACTA -239.1463307632681 -239.1463307632681 -239.1463307632681 MANIPULARLA CON ARMADURA DE FIERRO Y ASA PARA TAPA DE CONCRETO DE 0.35x0.35x0.05 TUBERIA DE 20mmØ PVC-SAP CON CONDUCTOR DE COBRE DE 10mm2 AWG. GRAPA DE CONEXION PARA VARILLA Y CABLE -239.1463307632681 -239.1463307632681 -239.1463307632681 -239.1463307632681 ESPECIFICACIONES TECNICAS 1.-TODOS LOS CONDUCTORES DE COBRE ELECTROLITICO DE 99.9% IACS DE CONDUCTIBILIDAD TENDRAN AISLAMIENTO DE PVC DEL TIPO TERMOPLASTICO(TW), EL MINIMO CONDCTOR A EMPLEARSE SERA DE CALIBRE 2.5mm2 2.-LA TUBERIA SERA DE CLORURO POLIVINILO(PVC)DEL TIPO STANDARD EUROPEO LIVIANO (SAP) LA MINIMA A EMPLEARSE SERA DE 15mmØ 3.-TODAS LAS CAJAS DE SALIDA SERAN DE FºGº DEL TIPO LIVIANO (SEL), LA MINIMA EMPLEARSE SERA DE 20mmØ Y DEL TIPO STANDARD AMERICANO PESADO 0.20 0.20 ,10 0.30 ,05 ,05 ,05 0.60 ,05 0.15 ,05 ,07 ESCALA:1/10 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 -245.9314604487073 DE CONCRETO DE 0.30X0.60 m DETALLE CAJA DE REGISTRO -245.9314604487073 .07 .75 2.45 .30 .30 .00 .15 .15 .25 .20 2.50 2.75 .20 .20 .15 .30 2.15 .30 .15 .05 0.06 3.00 .10 3.95 .25 .15 .20 .20 .20 .55 .10 1.50 .60 .10 .60 .10 .80 .10 .60 .10 0.10 0.10 0.60 .28 1.70 .18 .15 .33 .18 .18 .22 1.30 2.00 .10 0.60 .10 0.10 0.20 2Ø3/8"para Buzon Ø1.20 ARMADURA DE LOSA DE TECHO DE BUZON 5 1.202558822638821 0.2000000000116415 5 Ø3/8"@0.10 F'c=175 kg/cm2 1:4 1:4 F'c=175 kg/cm2 F'c=175 kg/cm2 SUPERFICIE LISA CANALETA ENLUCIDO 1:2 LOSA DE TECHO F'c=210 kg/cm2 5 5 5 0.2000000011175871 0.05 CORTE B-B ANCLAJE SUPERFICIE LISA LOSA DE TECHO F'c=210 kg/cm2 MARCO DE CONCRETO Ø<> 5 5 0.2000000011175871 0.05 CORTE A-A F'c=140 kg/cm2 0.2000598518061452 0.1996281836181879 TAPA DE CONCRETO Ø<> 0.2000000000116415 0.2000000000116415 0.6000603205757216 0.2000000000116415 Ø<> S=1:4 S=1:4 0.2000000000116415 0.2000000000116415 0.5999985936796293 0.2000000000116415 0.2000000000116415 0.1999995298683643 0.1999995298683643 0.1999995298683643 0.1999995298683643 A A B B 0,20 0,20 Ø1,20 0,20 0,20 0,60 0,20 Ø1,20 0,20 0,20 0,60 0,20 0,20 0,20 0,20 0,20 0,20 0,20 1,20 0,20 \U+22050,60 Ø0,60 0,20 VARIABLE DE 1.20 A 3.00m MAX. 0,20 0.05 Ø0,60 0,20 VARIABLE DE 1.20 A 3.00m MAX. 0,20 0.05 0.10 .10 3.80 .40 .15 .20 .15 .25 .20 2.75 .20 .20 .20 .20 5.15 .15 .15 3.15 3.45 .15 .15 4.85 0.60 0.60 1.00 .15 .15 3.15 3.45 .15 .15 1.00 4.85 1.00 5.15 0.65 0.65 0.20 0.25 0.15 0.15 0.20 0.25 0.15 0.20 0.25 0.15 0.25 0.15 0.20 0.25 0.50 0.15 0.40 0.15 \A1;h/4 \A1;h/4 \A1;h/2 \A1; \A1;.05 \A1;.05 0.25 0.17 5.55 5.55 4.65 5.35 3.65 5.15 0.60 5.15 2.95 3.45 N.P.T. 5 5 5 5 PISO PULIDO VEREDA EN INGRESO CONCRETO f'c=140 kg/cm2 \A1;AFIRMADO \A1;10cm COMP. A-A ( ESC: 1/20 ) 5 \A1;0.10 \A1;0.15 \A1;0.10 \A1;1.00 0.25 1.20 0.40 0.15 0.35 0.10 2.76 1.59 2.65 3.45 5.15 2.65 2.76 1.59 1.56 1.59 0.50 1.15 2.75 4.85 3.15 5.15 3.45 1.71 2.24 4.85 2.75 1.35 0.85 2.83 1.70 0.30 ESCALA : 1/25 PLANTA CASETA e = 1/16" DE 4"X4" SOLDADA DE PLATINA CUADRADA SOLDADO ALAMBRE MALLA DE DETALLE 1(VENTILACION) ESCALA : 1/25 5 5 5 C.DESAGUE 2.- LA LOSA REMOVIBLE SERA DE CONC. ARMADO Y ESTARA PROVISTO DE ASA DE FIERRO CORREDIZAS. SI Y ASEGURADOS CON PERNOS DE 3/4" A LA BASE. CON PLATINAS DE 1/4" X 1" SEPARADOS1/2" ENTRE 1.- LA PARRILLA DE FIERRO SERA CONFECCIONADA INOXIDABLE EN LA DESCARGA CON MALLA METALICA SALIDA REBOSE PROTEGIDA METALICA PASE NOTA ELEVACION ESCALA : 1/25 CORTE B-B TUB. DE REBOSE ø110mm 5 5 5 5 5 5 5 5 LOSA REMOVIBLE 5 5 5 REJILLA 5 5 5 5 ESCALA : 1/25 DETALLE A ESCALERA 5 5 5 TAPA P L 1/8" 5 5 5 ESCALA : 1/10 .10 BASE DE CONCRETO NIVEL TECHO CISTERNA DETALLE BASE PARA ANCLAJE DE BOMBA LINTERNA DE LA BOMBA ACERO ASTM-A36 PLACA BASE DE ANCLAJE ø1/2" 4 PERNOS DE NIPLE ROSCADO ø 1/2" DETALLE INST. MANOMETRO MANOMETRO VALVULA DE 1/2" 5 BRIDA ROMPE AGUA DE ø160mm ASA 3/8" Ø63mm ø 1/2" ø110mm N.P.T.=400.20 N.A.=399.95 N.P.T.=160.00 N.A.=399.95 5 A LA PVC Ø160mm N.A.=399.75 PINTURA EPOXICA ANTICORROSIVA ACERO SCH 40 - C10 BRIDADA NOTAS - TODAS LAS TUBERIAS METALICAS LLEVARAN DOS CAPAS DE - LA RED DE TUBERIAS EXPUESTAS SERAN DE (FUNCIONAMIENTO ALTERNADO) ESTIMADO ESPECIFICACIONES TECNICAS 21.52mts. 3.59 lt./seg. TIPO PRESION CONSTANTE 0.85 60 HZ. 1.15 3.5 HP. VERTICAL 220 VOILTIOS 2 EQUIPOS ADT Q ELETROBOMBAS F.P. TENSION CICLO F.S. POT. MOTOR N° DE UNIDADES N.P.T.=400.40 N.A.=399.95 N.A.=399.75 5 5 5 CAJA DE REBOSE ESCALA : 1/25 ELEVACION 5 5 5 5 5 5 ASA LOSA REMOVIBLE 5 REJILLA METALICA 5 5 5 5 Ø3/8"@0.20 Ø3/8"@0.25 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.25 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.10 5 ASA Ø3/4" 5 LOSA MOVIBLE ESCALA : 1/25 PLANTA CASETA(INSTALACIONES ELECTRICAS) VEREDA VEREDA PROYECCION DE CAJA PPROYECCION DE TECHO VEREDA CONTROL ESCALA : 1/25 VEREDA C-2 C-1 Ø25mm, 2x4mm2 Cu-Tw SEL Ø20mm,2x2.5mm2 Cu-Tw SEL Ø20mm,2x2.5mm2 Cu-Tw MEDIDOR DE ENERGIA TABLERO DE DISTRIBUCION CENTROS DE LUZ BRAQUETES TOMACORRIENTES BIPOLARES CIRCUITO EMP. EN PISO o PARED, EN PVC CIRCUITO ALIMENTADOR DE ENERGIA, PVC-SAP INTERRUPTORES DE 1,2y3 GOLPES CIRCUITO EMP. EN TECHO o PARED, EN PVC SIMBOLO KwH S S X,Y X,Y,Z X S 0.80 H.S.N.P.T. 1.50 1.20 0.40y1.20 2.20 C.R. DESCRIPCION LEYENDA PVC-SEL Ø25mm PVC-SEL Ø20mm DIAGRAMA UNIFILAR T.D. 3x10mm2+1x10mm2 Cu-Tw, 2x60 A TABLERO PRINCIPAL VIENE DE 2x2.5mm2 Cu-Tw 2x4mm2 Cu-Tw 2x15A 2x15A C-3 C-2 C-1 RESERVA TOMACORRIENTES ELECTROBOMBA 02 1x10 mm2 Cu. DESNUDO TIERRA POZO DE EXISTENTE CUADRO DE MAXIMA DEMANDA ALUMBRADO Y TOMACORRIENTES USOS DEMANDA 445.00 5667.00 (W/m2) UNITARIA CARGA 25 INSTALADA TOTAL DEMANDA FACTOR (W) POTENCIA 445 1.00 (m2) TECHADA AREA 17.80 AREA (m2) TD PVC.SAP Ø35mm TABLERO ELECTRICO X POZO DE TIERRA S Z Z Z V,X S V PVC-SEL Ø20mm BRIDA ROMPE AGUA Ø160mm ø63mm LLEGA TUBERIA DE ADUCCION DE LA MATRIZ Ø63mm PVC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 .30 5 VER DETALLE INST. MANOMETRO ELECTROBOMBAS CT=400.20 RELLENO ESCALERA ESCALERA CORTE A-A ESCALA : 1/25 N.P.T.=397.50 NIVEL DE PARADA=397.80 CANASTILLA DE SUCCION VOLUMEN UTIL=34.00 m3 NIVEL MAXIMO DE AGUA=399.95 N.P.T.=400.40 S=0.5% RELLENO Ø110mm 5 ø63mm ø63mm ø63mm C.LL=400.05 INGRESO L.ADUCCION DE MATRIZ PVCØ63mm ø63mm A RED DE DISTRIBUCION 5 Ø1 1/2" U.U. F°G° 1 5 3 9 6 9 5 3 4 2 REBOSE 5 4 2 3 Ø1 1/2" TUB. F°G° BRIDA ROMPE AGUA Ø160mm Ø1 1/2" TUB. F°G° 5 5 ESCALA : 1/25 PLANTA CASETA 5 5 5 PROYECCION DE CAJA B 5 5 5 ø63mm ø160mm A CAJA DE DESAGUE DOMICILIARIA 5 5 5 5 5 VEREDA PROYECCION DE TECHO CONTROL VEREDA ø63mm PPROYECCION DE TECHO 0.10 VEREDA A N.R.=159.55 0.10 0.60 1.20 2.20 - P 5 9 1.70 8 5 5 5 ø50mm 10 11 7 ø110mm 5 5 5 5 15 1 2 3 4 9 5 9 9 6 3 14 1 VER DETALLE 1 A VEREDA ø75mm LLEGA TUBERIA DE ADUCCION DE MATRIZ DE Ø110mm PVC TEE DE Ø1"F°G° Ø1 "F°G° Ø1"F°G° DE REBOSE DE VENTILACION Ø63mm TABLERO ELECTRICO 13 13 14 C-2 C-1 C-2 C-2 C-2 C-1 SOLADO E=0.05m INGRESO VER DETALLE A \A1;UNION UNIVERSAL DE 1" 10 16 17 INGRESO LEYENDA VALV. AIRE ø 1 1/2"" DE DOBLE ACCION VALVULA CHECK ø 63mm (2 1/2") CIERRE LENTO MEDIDOR DE CAUDAL ø 63mm (MACRO MEDIDOR) VALVULA DE ALIVIO DE PRESION ø 50mm (2") 16 MANOMETRO (RANGO 0-500 Lb./PULG) SIMB. DESCRIPCION 1 2 3 4 5 6 7 8 9 11 10 15 14 13 CODO DE Ø63mm x 45° (2 1/2"X45°) UNION DRESSER ø 63mm (2 1/2") VALV. COMPUERTA ø 63mm (2 1/2") REDUCCION DE 63mm A 50mm (2 1/2"x2") DADO DE CONCRETO VALVULA COMPUERTA ø 50mm (2") UNION DRESSER ø 50mm(2") TRANSICION ACER BB A PVC U.F. Ø110mm (4") 17 VALVULA DE COMPUERTA Ø63mm (2 1/2") TEE Ø63mm x Ø63mm (2 1/2") UNION DRESSER Ø63mm (2 1/2") SOLADO E=0.05cm 5 1.15 0.50 1.75 V 1.15 0.50 1.75 V COBERTURA DE LADRILLO PASTELERO 2.50 0.50 1.75 V .10 0.60 .10 5 5 VA A LA RED DE DISTRIBUCION 14 12 REDUCCION DE Ø110mm X Ø63mm (2 1/2"X4") DIBUJO OBSERVACIONES PROPIETARIO : PROYECTO : Fecha: Escala: PROFESIONAL RESPONSABLE : DESCRIPCION : LOCALIZACION DEL TERRENO PLANO: LAMINA: 5 5 5 5 5 5 5 5 5 5 5 5 CT=400.20 CORTE A-A ESCALA : 1/25 RELLENO 5 5 5 5 5 5 5 5 5 5 C-2 5 5 2Ø1/2" adicional ariba y abajo 2Ø1/2" adicional ariba y abajo Ø1/2"@0.15 Ø3/8"@0.25 C-2 C-1 C-2 C-2 C-2 C-1 Ø1/2"@0.25 Ø1/2"@0.25 PROYECCION DE TECHO VEREDA PPROYECCION DE TECHO 5 5 5 5 5 5 VEREDA 5 5 5 5 5 1.75 V 01Ø1/2" C-2 C-1 C-2 C-2 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-1 TECHO DE CISTERNA +400.40 ESCALA : 1/25 TECHO DE CASETA +403.07(LOSA ALIGERADA H=17cm.) ESCALA : 1/25 Ø1/2"@0.25 LOSA DE FONDO H=0.20 +397.500 ESCALA : 1/25 5 5 01Ø1/2" 01Ø1/2" A VS(0.35x0.17) VS(0.35x0.17) VS(0.35x0.17) VS(0.35x0.17) VS(0.35x0.17) VS(0.35x0.17) 5 5 5 5 5 5 5 SOBRECIMIENTO SOBRECIMIENTO Ø1/2"@0.25 5 Ø1/2"@0.25 Ø3/8"@0.25 Ø1/2"@0.25 5 5 5 5 5 5 Ø1/2"@0.25 Ø3/8"@0.25 Ø1/2"@0.25 Ø1/2"@0.25 Ø1/2"@0.25 Ø3/8"@0.25 Ø1/2"@15 DIBUJO OBSERVACIONES PROPIETARIO : UBICACION : Fecha: Escala: PROFESIONAL RESPONSABLE : DESCRIPCION : LOCALIZACION DEL TERRENO PLANO: LAMINA: C-1 4Ø1/2"+2Ø3/8" EST. Ø1/4" 1@0.05 5@0.10 R@0.20 A/E 5 5 C-2 4Ø1/2" EST. Ø1/4" 1@0.05 4@0.10 R@0.20 A/E 5 5 h/4 h/4 h/2 Zona de Traslapes en Plano E-01 Ver Long. de Traslape Traslapar no mas del 50% del Refuerzo EN COLUMNAS TRASLAPE TIPICO DE REFUERZO COLUMNAS 1ER. NIVEL COLUMNA DET. DE CAMBIO DE SECC. DE 5 5 2DO. NIVEL COLUMNA VS R@0.20 A/E 5@0.10 ESTRIBOS Ø1/4" 4Ø1/2"+2Ø3/8" 1@0.05 5 5 1.- LA PARRILLA DE FIERRO SERA CONFECCIONADA CON PLATINAS DE 3/8" X 1" SEPARADOS1/2" ENTRE SI Y ASEGURADOS CON PERNOS DE 3/4" A LA BASE. Y ESTARA PROVISTO DE ASA DE FIERRO CORREDIZAS. 2.- LA LOSA REMOVIBLE SERA DE CONC. ARMADO NOTA SUELOS Y CIMENTACIONES(SEGUN EMS) CAPACIDAD ADMISIBLE(Qadm) = 0.80 Kg/cm2 DE ACUERDO A LA NORMA E-050 ITEM 1.3.2 E.M.S.: PRUFUNDIDAD DE CIMENTACION(Df) > 1.50 m. INDICADO EL TERRENO SE ENCUENTRA LIBRE MAT. ORGANICO ESTRATOS UNIFORMES Y TOPOGRAFIA PLANA OTROS: REGLAMENTO NACIONAL DE EDIFICACIONES S/CIM.: CONC. CICL. = 1:8+25% PM RESISTENCIA DEL ACERO f'y = 4,200 kg/cm2 MURO DE LAD/MORT.1:5 f'm=35kg/cm2, JUNTA 1.5cm SOLADO DE CONCRETO= 1:12 CEMENTO HORMIGON CONCRETO ARMADO = f`c=210Kg/cm2 NORMAS RECUBRIMIENTOS ESPECIFICACIONES TECNICAS RESISTENCIAS COLUMNAS (LADO > 25 cm.) COLUMNAS (LADO < 25 cm.) VIGAS PERALTADAS Y MUROS LOSAS Y VIGAS CHATAS 4 cm 2 cm 2 4 cm cm ZAPATAS Y MUROS 7 cm A A DIBUJO OBSERVACIONES PROPIETARIO : PROYECTO : Fecha: Escala: PROFESIONAL RESPONSABLE : DESCRIPCION : LOCALIZACION DEL TERRENO PLANO: LAMINA: PVC-SEL Ø20mm 2x2.5mm2 Cu-Tw 2x15A C-1 ALUMBRADO PVC-SEL Ø25mm 2x4mm2 Cu-Tw 2x30A C-1 ELECTROBOMBA 01 2x30A ELECTROBOMBA 01 2611.00 2611 2611 1.00 3.5 HP 2611.00 2611 2611 1.00 3.5 HP ELECTROBOMBA 02 PLANTA CASETA(INSTALACIONES ELECTRICAS) VEREDA VEREDA PROYECCION DE CAJA PPROYECCION DE TECHO VEREDA CONTROL ESCALA : 1/25 VEREDA C-2 TD TABLERO ELECTRICO C-1 ELECTROBOMBA 01 ELECTROBOMBA 01 2x20A 30ma 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 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architecture, autocad, block, distribution, DWG, electric, fornecimento de água, habilitation, inst, kläranlage, l'approvisionnement en eau, plane, structures, supply, tank, tanker, treatment plant, urban, wasserversorgung, water