Public Toilets DWG Plan for AutoCAD

Public Toilets DWG Plan for AutoCAD

Floor plans, layout, structure, foundation, plumbing and sewage systems and electrical installations with every detail of construction.

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

children, Girls, children, Girls, Pvc, Pvc ventilation rises, Pvc, manifold, public, register machine, register machine, Pvc, De pto. Exist., Pvc, Water comes, Pvc, symbol, gate valve, Universal union, description, Straight tee, Hot water network, Pvc drainage network c.s.n., Concentric reduction, water meter, Simple branch, register machine, Valv. Of main gate, Elbow, Cold water network, Record r. Brass floor, Sink in floor with trap in, Males, women, Scattering plant, water plant, Roof top, To the ceiling, height, Electrical distribution board, Three-pole unipolar switch, Pass box, Sphot light outlet, Earth well, Ground, symbol, description, Types of boxes:, Square, Octagonal, Built-in pipe per floor, Pass box with iron lid, rectangular, Wall-mounted pipe, Lighting fixture adosado ceiling with two lamps, Fluorescents. Auxiliary equipment of high ignition, Normal boot color light day model, Universal type double bipolar outlet with ground connection, Bipolar double outlet universal type water proof, Circular fluorescent, Anodized., All pipes used will be heavy plastic, Min. Unless otherwise indicated., With thermoplastic insulation type v.c.a., All the conductors will be of electrolytic copper of, Drivers’ placements will not be allowed inside, General notes, Such as pipeline installations., As otherwise indicated., All boxes will be iron type galvanized sap, The outlets will be bipolar type, Ticino magic similar recessed in wall with aluminum plate, S.n.p.t. In iron box with ticino anodized aluminum plate., Ticino magic silmilar for recessed wall mounting, Square boxes of special outputs, The lighting switches will be unipolar, Octagonal brackets., Rectangular socket outlets tel., from start., All electrical distribution boards will be made of iron, Switches with schematic thermomagnetic protection, Galvanized with door indication card, For the union pipe tube will be pressured with glue, Pvc. Standard product., Comes feeder, lighting, Esq. Switchboard, with energy, Given that the community does not count, Its later operation, The electric system will be left, Technical specifications, Cm free, Fc, E.g. Max., p.m. Max., E.g. Max., Fc, Cm free, Coatings:, steel:, concrete:, Columns, Soles, Concrete cycle, Columns, Beams slabs, False floor, Corrugated iron, Beams, ground:, Concrete, Beams slabs, Shallow depth, Maximum settlement, Type of soil, Carrying capacity, Mechanized brick, Overlaps:, note, masonry:, Tabiqueria, Greater rod of, Supporting walls, The seated of all walls of masonry tabiqueria is, Compact loamy sand, Made with a mortar sand, 1st column, Natural level of terrain, Foundation, Foundation, In class, Npt, sidewalk, Meeting of beams, Beams columns, Of bending of stirrups, Sardinel sidewalk, Of overdrive, specification, Nfp., Column table, Bxt, detail, level, Character, scale, detail, Espc., Stirrups, beam, Column, Table of stirrups columns, Extreme spacing, kind, Degrees a length of all columns, Note: the iron of all the columns will end in hooks, Espc., Stirrups, beam, Column, Vdb., Typical cut of lightened, Temperature steel, Anchor in extremes, Use straight rods, Plant cross of 1st of beams, if there is not, Ø’s previous beam encounter, Ø’s rear beam, meeting, license plate, Values ​​of, For lightened flat beams the bottom steel is spliced, Do not splice more than of total area in the same section, Detail of overlapping joints, According to beam, On supports, In consultation with the designer, Percentages increase splicing length, In case of not splicing in the areas indicated with the, For lightened slabs, cabbage, note, cabbage, beam, According to beam, anyone, Lower reinforcement, steel, Concrete height under steel, Values ​​of m., Upper reinforcement, kind, kind, rest, Vdb, kind, mens, women, Wide high pitched kind, Of vain, ceiling, Lightweight roof formwork, with energy, Given that the community does not count, Its later operation, The electric system will be left, Pvc

Raw text data extracted from CAD file:

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NIÑOS \W1.5;NPT+0.15 \W1.3;SSHH. NIÑAS \W1.5;NPT+0.15 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;B \A1;A 5 5 \W1.3;SSHH. NIÑOS \W1.5;NPT+0.15 \W1.3;SSHH. NIÑAS \W1.5;NPT+0.15 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;B \A1;A 5 5 PVC Ø 4" PVC Ø 4" PVC Ø 4" PVC Ø 2" PVC Ø 2" PVC Ø 4" PVC Ø 2" PVC Ø 4" PVC Ø 2" PVC Ø 2" PVC Ø 4" PVC Ø 2" RR 4" RR 4" sube pvc 2" ventilacion sube pvc 2" ventilacion PVC Ø 2" PVC Ø 2" a colector público 10mts. 12"X24" Caja de registro 12"X24" Caja de registro PVC Ø 4" PVC Ø 4" de pto. exist. PVC Ø 1/2" Viene Agua PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" SIMBOLO VALVULA DE COMPUERTA UNION UNIVERSAL DESCRIPCION TEE RECTA M RED DE AGUA CALIENTE RED DE DESAGUE PVC Y C.S.N. REDUCCION CONCENTRICA MEDIDOR DE AGUA RAMAL "Y" SIMPLE CAJA DE REGISTRO VALV. DE COMPUERTA PRINCIPAL CODO DE 90 CODO DE 45 RED DE AGUA FRIA REGISTRO R. DE BRONCE EN PISO (4"d) SUMIDERO EN PISO CON TRAMPA EN ¨P¨ \W1.3;SSHH. VARONES \W1.5;NPT+0.15 \W1.3;SSHH. MUJERES \W1.5;NPT+0.15 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;B \A1;A 5 5 PLANTA DE DEGAGUE PLANTA DE AGUA 0.30 0.30 2.20 1.60 1.20 0.30 ados.a techo emp.a techo ALTURA 3Sab J J A2 T PA PT Tablero de distribución eléctrica Interruptor unipolar de tres golpes Caja de pase Salida para sphot light de techo Pozo de Tierra Puesta a tierra SIMBOLO DESCRIPCION TIPOS DE CAJAS: (3) CUADRADA 100x100x41mm. (1) OCTOGONAL 100x40mm. Tubería Empotrada por piso (energia) Caja de pase con tapa de fierro (2) RECTANGULAR 100x55x50mm. Tubería Empotrada por techo y/o pared (energia) Artefacto de alumbrado adosado a techo con dos lamparas fluoresecentes de 40 watts. equipo auxiliar de encendido alto facto, arranque normal color luz día modelo MBS-2x40 Tomacorriente bipolar doble tipo universal con toma a tierra Tomacorriente bipolar doble tipo universal a prueba de agua Fluorescente Circular ANODIZADO O SIMILAR. 1.- TODAS LAS TUBERIAS A USARSE SERAN DE PLASTICO PESADO PVC-SAP, 3/4" MINIMO Nro. /12AWG (4mm2), SALVO INDICACION CONTRARIA. CONDUCTIBILIDAD, CON AISLAMIENTO TERMOPLASTICO TIPO TW, 600 V.C.A. 2.- TODOS LOS CONDUCTORES SERAN DE COBRE ELECTROLITICO DE 97% DE 3.- NO SE PERMITIRAN EMPLAMES DE CONDUCTORES DENTRO DE TUBERIAS, ASI NOTAS GENERALES COMO INSTALACIONES DE CONDUCTORES SIN TUBERIA. (20mm) COMO MINIMO, SALVO INDICACION CONTRARIA. 4.- TODAS LAS CAJAS SERN DE FIERRO GALVANIZADO TIPO SAP 6.- LOS TOMACORRIENTES SERAN BIPOLARES (DOBLE) DE 10 A-220 V TIPO TICINO MAGIC O SIMILAR EMPOTRADO EN PARED CON PLACA DE ALUMINIO S.N.P.T. EN CAJA DE FIERRO CON PLACA DE ALUMINIO ANODIZADO TICINO. TICINO MAGIC O SILMILAR PARA MONTAJE EMPOTRADO EN PARED A 1.20 m c- CUADRADAS DE 4"x4"x1.1/2" = CAJAS DE PASES Y SALIDAS ESPECIALES 5.- LOS INTERRUPTORES DE ILUMINACION SERAN UNIPOLARES DE 10 A-220 V b- OCTOGONAL DE 4"x4"x1.1/2" = CENTROS BRAQUETES. a- RECTANGULAR DE 2"x4"x1.1/2" INTERRUPTORES, TOMACORRIENTES Y TELF. DE PRINCIPIO. 7.- TODOS LOS TABLEROS DE DISTRIBUCION ELECTRICA SERAN DE FIERRO INTERRUPTORES CON PROTECCION TERMOMAGNETICA DE 220V., 10KA ESQUEMA GALVANIZADO CON PUERTA Y CHAPA, TARJETA DE INDICACION DE CIRCUITOS, 8.- PARA LA UNION TUBO A TUBO SE EFECTUARA A PRESION CON PEGAMENTO PVC. PRODUCTO STANDARD. VIENE ALIMENTADOR 2x10mm.THW+1-10mm2(T) EN 35mm2dPVC C1 ALUMBRADO 2-1x4mm.2TW-15mm.dPVC-L ESQ. TABLERO DE DISTRIBUCION 2S ab a con Energía Electrica) dado que la comunidad no cuenta (para su funcionamiento posterior SE DEJARA EL SISTEMA ELECTRICO 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;B \A1;A 5 5 ESPECIFICACIONES TECNICAS e = 2.5 cm LIBRES e = 3.0 cm LIBRES C°A° : f'c = 210Kg/cm2 f'c=100Kg/cm2 + 30% P.G. max. 6" f'c=140Kg/cm2 + 25% P.M. max. 2" f'c=100Kg/cm2 + 30% P.G. max. 6" C°A° : f'c = 210Kg/cm2 C°A° : f'c = 100Kg/cm2 fy = 4200 Kg/cm2 e = 4.0 cm LIBRES RECUBRIMIENTOS: ACERO: CONCRETO: COLUMNAS SOLADOS CONCRETO CICLOPEO COLUMNAS VIGAS Y LOSAS FALSO PISO FIERRO CORRUGADO VIGAS TERRENO: CONCRETO SOBRECIMIENTO VIGAS CHATAS, LOSAS PROFUNDIDAD DE DESPLANTE ASENTAMIENTO MAXIMO TIPO DE SUELO CAPACIDAD PORTANTE LADRILLO MECANIZADO TRASLAPES: NOTA : ALBAÑILERIA: TABIQUERIA 40xø(ø=DIAMETRO VARILLA MAYOR DE ENCUENTRO) MUROS PORTANTES - EL ASENTADO DE TODOS LOS MUROS DE ALBAÑILERIA (PORTANTES Y TABIQUERIA SE t = 1.41 Kg/cm2 : 1.40 m : 2.54 cm : ARENA LIMOSA COMPACTA REALIZARAN CON UN MORTERO 1:5 (CEMENTO: ARENA GRUESA) VC-1 1.00 øs DE COLUMNA NIVEL NATURAL DEL TERRENO \W1.2;VIGA CIMENTACION \W1.2;SOBRE CIMIENTO \A1;\W1.3;CIMIENTO .15 .05 .10 0.40 ,10 0.15 \LSECCION A-A NPT AULA NPT VEREDA ENCUENTRO DE VIGAS 0.30 0.30 -X- -X- -X- -X- 1 0.30 0.30 -Y- -Y- -Y- -Y- 2 3 \LEN VIGAS Y COLUMNAS \LDETALLE DE DOBLADO DE ESTRIBOS 0.10 0.20 0.15 0.15 0.15 \LDETALLE SARDINEL VEREDA DE SOBRECIMIENTO ESPECIFICACION NFP. TIPO1 15 x 30 4Ø1/2" TIPO1 40 x 40 8 Ø 1/2" CUADRO DE COLUMNAS C-2 bxt d DETALLE NIVEL CARAC. 1 C-1 ESCALA 1 / 25 6ø1/2" 0.40 0.15 0.40 0.15 0.50 0.15 C-A 15x 30 4Ø3/8" TIPO2 0.25 C2 C1 DETALLE VC-1 15x40 d 1/4" 1@.05, 4@.10, Rto@.25 c/e 2cm 8cm 3cm 13cm r a a r ESPC. ESTRIBOS O VIGA d DE COLUMNA ø1/4" ø3/8" 4ø1/2" ,15 0.40 VC-1 d1/4" CUADRO DE ESTRIBOS - COLUMNAS ESPACIAMIENTO A EXTREMOS d1/4" 2 1 d TIPO A 90 grados A UNA LONGITUD DE 30cm. TODAS LAS COLUMNAS NOTA: LOS FIERROS DE TODAS LAS COLUMNAS TERMINARAN EN GANCHOS 1@.05, 4@.10, Rto@.25 1@.05, 3@.10, Rto.@.25 en c/e 2cm 8cm 3cm 13cm r a a r ESPC. ESTRIBOS O VIGA d DE COLUMNA ø1/4" ø3/8" \A1;\W1.2;C1 \A1;\W1.2;C1 \A1;\W1.2;C1 \A1;\W1.2;C1 \A1;\W1.2;C2 \A1;\W1.2;C2 \A1;\W1.2;C2 \A1;\W1.2;C2 \A1;\W1.2;C2 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-2 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;CC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 \A1;\W1.2;VC-1 4ø3/8" 0.30 0.15 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;A 5 5 VA VA VA VA VA VA VdB. VdB. VdB. VdB. VS VS VS VS VS VS VS VS VS VS VS VS 0.20 CORTE TIPICO DE ALIGERADO H=0.20 0.025 As (+) As (-) 0.10 0.30 ACERO DE TEMPERATURA ANCLAR 0.15 EN EXTREMOS USAR VARILLAS RECTAS 1 d 1/4" @ 0.25 0.05 0.15 0.10 L L L PLANTA CRUCE DE Øs DE VIGAS L Ø1/4" (adicionales si no hay columna) L1 Ø'S VIGA ANTERIOR @ ENCUENTRO Ø'S VIGA POSTERIOR @ ENCUENTRO 0.20 \A1;COL O PLACA L2 3/8" 1/2" 5/8" Ø 0.40 0.45 0.60 L1/L2 Valores de L H 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMA 1.- NO EMPALMAR MAS DE 50% DE AREA TOTAL EN UNA MISMA SECCION DETALLE DE EMPALMES TRASLAPADOS L/4 SEGUN VIGA L/3 L SOBRE APOYOS EN UN 70% O CONSULTAR AL PROYECTISTA PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALME 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PARA VIGAS, LOSAS Y ALIGERADOS COL NOTA : L/4 COL m VIGA L/3 L/4 m L/4 L/3 SEGUN VIGA 0.70 m. 0.60 m. 0.50 m. 0.45 m. H > 0.30 0.65 m. d 3/4" H CUALQUIERA REFUERZO INFERIOR ACERO d 3/8" d 5/8" d 1/2" d 0.40 m. 0.50 m. 0.40 m. 0.50 m. H : ALTURA DE CONCRETO DEBAJO DEL ACERO VALORES DE m. (metros) REFUERZO SUPERIOR 0.40 m. 0.35 m. 0.30 m. H < 0.30 VS 2 Ø 1/2" 0.25 0.20 Tipo 1 VA 6 Ø 1/2" 0.25 0.20 Tipo 2 TIPO 1: TIPO 2: Ø 6mm : 2@0.05, 3@0.10, 2@0.15, Resto @ 0.25 c/extremo Ø 6mm : 3@0.05, 4@0.10, 4@0.15, Resto @ 0.20 c/extremo VdB 4 Ø 3/8" 0.15 0.20 Tipo 2 1 \W1.3;SSHH. HOMBRES \W1.5;NPT+0.30 \W1.3;SSHH. MUJERES \W1.5;NPT+0.30 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 \A1;2 \A1;3 \A1;A \A1;B \A1;3 \A1;2 \A1;1 \A1;B \A1;A 1.00x2.40 1.00x2.40 1.30x2.00x0.40 1.30x2.00x0.40 1.00x2.00x0.40 1.00x2.00x0.40 0.70x2.00 0.70x2.00 0.70x2.00 0.70x2.00 0.70x2.00 0.70x2.00 0.70x2.00 0.70x2.00 5 5 \A1;A \A1;A \A1;B \A1;B ancho alto alfeiz. tipo \A1;clave de vanos \W1.5;proyeccion techo \W1.5;proyeccion techo \W1.5;proyeccion techo \W1.3;INGRESO \W1.5;NPT+ 0.15 \W1.5;VEREDA \W1.3;PLANTA-DISTRIBUCION \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \A1;\W1.2;CA \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1.5;NPT+0.35 \W1;DUCTO \W1;DUCTO \W1;DUCTO \W1;DUCTO \W1;DUCTO \W1;DUCTO \W1;DUCTO \W1;DUCTO 5 5 5 5 1d1/2" 2d1/2" 1d1/2" 1d3/8" 1d3/8" ENCOFRADO TECHO ALIGERADO S/C: 200 Kg/cm2- 4 Ø 5/8" 0,60 0,80 CC-1 CC-2 S2 S S S a a a S S S S 2S ab con Energía Electrica) dado que la comunidad no cuenta (para su funcionamiento posterior SE DEJARA EL SISTEMA ELECTRICO PVC Ø 2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" a a a a

Language	Spanish
Drawing Type	Plan
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Masonry, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DWG, electrical, floor, FOUNDATION, instalação sanitária, installation sanitaire, installations, layout, plan, plans, plumbing, PUBLIC, sanitärinstallation, sanitary installation, sewage, structure, systems, toilets, urban design