Public Restrooms DWG Block for AutoCAD

Public Restrooms DWG Block for AutoCAD

Toilet for men and women – disabled

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

Waste dump, Drainage chamber, Go to the drain drain, Npt, Splices, Overcoming, Foundation, rest, rest, rest, rest, Beam beam, Bronze connector, Prefabricated concrete cover, Awg number per pipe, mesh, Copper rod directly into the, Sifting mixed with similar, Compacted sieving soil, Detail of tijerales, With galvanized calamine, Ceiling, Satin triplay with flashing, Vent. of glass, Observ., Unid., high, width, vain, doors, Picture of spans, Windows, Vent. of glass, Observ., Unid., Adipex, high, width, vain, Exp., Exp., first floor, Picture of spans, Ss.hh. Males, Ss.hh. women, Observ., Unid., high, width, vain, doors, Picture of spans, Windows, Observ., Unid., Adipex, high, width, vain, Exp., Lateral elevation, front elevation, cut, cimentacion plant, Technical specifications, Concrete, Concrete columns, Concrete reinforcement, Ground resistance: in, Concrete cement, For fm king kong bricks filling completely, The horizontal vertical expansion joints, Reinforced concrete:, Concrete beams, resistance, Foundation:, Improvement:, Concrete cycle:, steel, mortar:, overload:, flat roof, Floor number, kind, Bxt, Bxt, cut, stone, median, maximum, Column table, Bending detail of stirrups, In columns beams, Nfp, dilatation meeting, Seismic, Nfp, cut, cut, Nfp, cut, scale, Detail of cutting foundation, Nfp, Nfp, cut, cut, cut, Ss.hh. Males, Ss.hh. women, Vent. of glass, first floor, sat, sat, Food goes up, Ground well detail, Cover detail, Earth well, reservation, Tw pvc level, First level lighting, Tw pvc level, Tw pvc level, First level lighting, Awg tw, first floor, Nm., Alt., symbol, sat, Box holder, Earth well, Cable embedded in floor, Legend electrical installations, Cable in wall ceiling, Double switch, Simple switch, Double outlet, Circular fluorescent, Fluorescent equipment, Switchboard, description, Number of cables, Comes from the general board of the c.e., Of the educt center., Comes gen board., Inst. Electrical, Ventilation up, description, symbol, Trap in trap in sink, Threaded bronze plating on floor, Background check box, your B. Cold water pvc threaded class, Val. Horizontal gate, water meter, Valv. Check swing bronze union universal, your B. Of standard concrete drainage. simple, Minimum drainage slope, your B. Of ventilation, Downhill elbow, Tee up, your B. Drain pvc salt, Elbow, Yee double simple, Comes from the public network tub pvc sap, Tub pvc salt, Water pipe pvc sap up, Ventilation up, Plant of tijerales, goes., Tijeral, goes., Calamine ceiling projection, Tijeral, goes., Overcoming, Foundation, column, rest, rest, Vent. of glass, Picture of spans, Windows, Vent. of glass, Observ., Unid., Adipex, high, width, vain, Picture of spans, Windows, Observ., Unid., Adipex, high, width, vain, Vent. of glass, Beams details

Raw text data extracted from CAD file:

\A1;.15 VERTEDERO DE INGRESO D CAMARA DE DESAGUE -8810352.329706617 VA AL DESAGUE DESAGUE d160mm A E NW W SW S SE N NE ± 0.00 NPT \A1;.20 \A1;.10 \A1;4 A .10 \A1;.15 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;4 A .10 \A1;.30 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;4 A .10 \A1;.15 \A1;7 A .10 \A1;.15 \A1;COLUMNA \A1;.10 \A1;.10 \A1;3 A .25 \A1;0.30 \A1;0.30 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 SOBRECIMIENTO CIMIENTO 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 64.03210028904832 64.03210028904832 63.91851455129047 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 63.89988387283425 63.89988387283425 64.03210028904832 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r -237.3664547983888 45° 45° -237.3664547983888 -237.3664547983888 -237.3664547983888 dDE COLUMNA,PLACA O VIGA 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;.05 \A1;L \A1;L -152.4298671692187 -152.4298671692187 -152.4298671692187 \A1;.05 \A1;.35 \A1;.10 \A1;.10 \A1;.60 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.60 \A1;2.00 \A1;.80 \A1;.60 \A1;.05 \A1;.15 \A1;.30 \A1;.15 \A1;.50 \A1;.05 \A1;.15 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 -90.3619376264088 \A1;CONCRETO f'c=175 kg/cm2 -90.3619376264088 CONECTOR DE BRONCE TAPA DE CONCRETO PREFABRICADA (Ver detalle) -90.3619376264088 CABLE AWG Nº 6 (DESNUDO) POR TUBERÍA PVC-SEL 3/4" -90.3619376264088 -90.3619376264088 MALLA d3/8" @.15 \A1;AGARRADERA d1/4" -90.3619376264088 -90.3619376264088 VARILLA DE COBRE d5/8" x 2.00 m (Hincada directamente en el terreno) \A1;TIERRA CERNIDA MEZCLADA CON SANICK-GEL O SIMILAR TIERRA DE CULTIVO CERNIDA Y COMPACTADA -90.3619376264088 -90.3619376264088 \A1;0.35 \A1;0.70 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.81 \A1;0.35 \A1;0.35 \A1;0.35 \A1;2.81 \A1;3.36 \A1;0.15 \A1;1.70 \A1;0.25 \A1;2.03 \A1;0.90 \A1;0.25 \A1;0.90 \A1;2.02 \A1;0.25 \A1;1.55 \A1;0.15 \A1;1.70 \A1;0.25 \A1;2.92 \A1;0.25 \A1;2.87 \A1;0.25 \A1;1.55 \A1;9.95 \A1;0.35 \A1;0.35 \A1;3.13 \A1;0.25 \A1;1.85 \A1;0.25 \A1;2.92 \A1;0.25 \A1;2.87 \A1;0.25 \A1;1.40 \A1;0.15 \A1;1.93 \A1;3.15 \A1;3.15 \A1;1.57 \A1;.25 \A1;.25 \A1;.35 \A1;.15 \A1;.15 \A1;.80 \A1;.50 \A1;.05 \A1;.10 \A1;.30 \A1;.15 \A1;.80 \A1;.50 \A1;.50 \A1;.80 \A1;.30 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;.15 \A1;.40 \A1;.60 \A1;.30 \A1;.05 \A1;.10 \A1;2.78 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.20 \A1;1.71 \A1;1.00 \A1;3.48 \A1;0.20 \A1;3.00 \A1;0.20 \A1;.80 \A1;.80 \A1;2.00 \A1;.94 \A1;0.35 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.63 \A1;0.35 \A1;0.15 \A1;1.40 \A1;0.25 \A1;0.70 \A1;0.10 \A1;2.07 \A1;2.92 \A1;0.25 \A1;0.30 \A1;0.15 \A1;1.25 \A1;0.15 \A1;1.93 \A1;3.15 \A1;3.12 \A1;1.60 \A1;3.18 \A1;1.39 \A1;0.20 \A1;3.00 \A1;0.20 \A1;9.95 \A1;0.20 \A1;1.65 \A1;0.00 \A1;0.00 \A1;0.00 \A1;1.85 \A1;0.20 \A1;1.00 \A1;3.48 \A1;2.00 \A1;0.20 \A1;0.20 \A1;1.93 \A1;3.15 \A1;3.12 \A1;1.60 \A1;2.96 \A1;1.00 \A1;.10 \A1;4 A .10 \A1;.20 \A1;.15 \A1;7 A .10 \A1;0.30 \A1;0.30 \A1;3 A .25 \A1;.10 \A1;.10 \A1;COLUMNA \A1;.15 \A1;0.85 \A1;0.85 \A1;0.80 \A1;0.15 \A1;3.18 \A1;0.15 \A1;1.40 \A1;0.20 \A1;.15 \A1;0.25 \A1;.20 \A1;0.15 \A1;.30 E : 1/20 DETALLE DE TIJERALES \A1;TIJERAL DE 3"X4" 5 5 \A1;COBERTURA CON CALAMINA GALVANIZADA 5 5 5 \A1;CORREA 2" X 2" \A1;ENTRAMADO DE CIELO RASO @ 1.20 M (2"X2") \A1;CIELO RASO DE TRIPLAY (4'X8'X5mm) CON TAPAJUNTAS 5 Vent. de F + vidrio Vent. de F + vidrio 02 01 01 2.40 2.40 0.40 0.40 2.80 0.90 2.03 1.70 V - 2 V - 1 P - 1 OBSERV. UNID. ALTO ANCHO VANO PUERTAS CUADRO DE VANOS VENTANAS 01 2.40 Vent. de F + vidrio 0.40 V - 3 2.02 OBSERV. UNID. ALFEIZ. ALTO ANCHO VANO P/Mad. Apanelada 2.00 0.70 P - 2 P/Mad. Apanelada PRIMERA PLANTA E: 1/50 CUADRO DE VANOS SS.HH. VARONES +/- 0.00 SS.HH. MUJERES +/- 0.00 2.80 P - 1 OBSERV. UNID. ALTO ANCHO VANO PUERTAS CUADRO DE VANOS VENTANAS OBSERV. UNID. ALFEIZ. ALTO ANCHO VANO 06 P - 2 P/Mad. Apanelada P1 P1 V2 P2 P2 P2 P3 P2 P2 V1 V3 V4 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 5 5 5 5 5 5 1 2 3 4 5 A B A B A A B B C C ELEVACION LATERAL E : 1/30 E : 1/30 ELEVACION FRONTAL E : 1/30 CORTE A-A 2 2 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 4 4 4 4 2 2 2 2 2 2 2 2 5 5 5 5 1 2 3 4 5 5 A B E : 1/20 PLANTA DE CIMENTACION ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO CONCRETO - COLUMNAS CONCRETO - SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VERIFICAR EN OBRA) CEMENTO HORMIGON 1:8 + 25% PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). 200 kg/m 200 kg/m. CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: CONCRETO CICLOPEO: ACERO MORTERO: SOBRECARGA: TECHO 1 PISO TECHO 2 PISO C-2 .15x.35 Nº PISO 1 C-1 TIPO 2 .25x.25 ø3/8"@.20 ø bxt ø bxt CORTE PIEDRA fc = 210 kg/cm2 fc = 210 kg/cm2 fc = 140 kg/cm2 3" MEDIANA MAXIMO CUADRO DE COLUMNAS fy = 4200 kg/cm2 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS .25 .25 .35 .15 ø3/8"@.20 ø3/8"@.20 .25x.25 4ø5/8"+2d1/2" 6ø5/8" ø3/8"@.20 .15x.35 NFP -0.05 JUNTA DE DILATACION SISMICA 3Cm. NFP -0.05 5 5 CORTE 1-1 5 5 5 5 CORTE 4-4 .15 NFP -0.05 NFP -0.05 5 5 5 5 CORTE 2-2 ESCALA 1/25 DETALLE DE CORTE CIMENTACION 5 5 5 5 5 NFP -0.05 .15 NFP -0.05 5 5 CORTE 3-3 5 5 5 4ø5/8"+2d1/2" 6ø5/8" C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 CORTE B-B' E : 1/30 CORTE C-C E : 1/30 SS.HH. VARONES SS.HH. MUJERES 5 5 Vent. de F + vidrio 01 2.40 0.40 V - 4 2.78 PRIMERA PLANTA E: 1/50 Sab a b a 2 Nº 14 d 3/4" c d c 2 Nº 14 d 3/4" Sab b d 2 Nº 14 d 3/4" C1 2 N° 12 Ø 3/4" (2DO PISO) SUBE ALIMENTACION DETALLE DE POZO A TIERRA E: 1/50 DETALLE DE TAPA E: 1/50 POZO A TIERRA 2 x 60A Reserva 2x2.5 mm2 TW - 15mm d PVC - P 1er. Nivel 2x15A C3 C2 Alumbrado - Primer Nivel 2x2.5 mm2 TW - 15mm d PVC - P 1er. Nivel 2x20A 2x20A 2x2.5 mm2 TW - 15mm d PVC - P 1er. Nivel Alumbrado - Primer Nivel C1 kw 2 N° 10 AWG TW PVC-SEL 1" PRIMER PISO DIAGRAMA UNIFILAR wh ALT. 1.20 1.80 SIMBOLO Sab S 0.40 1.20 1.20 CAJA PORTAMEDIDOR POZO A TIERRA CABLE EMPOTRADO EN PISO LEYENDA INSTALACIONES ELECTRICAS CABLE EMPOTRADO EN TECHO O PARED INTERRUPTOR DOBLE INTERRUPTOR SIMPLE TOMACORRIENTE DOBLE FLUORESCENTE CIRCULAR 32W EQUIPO FLUORESCENTE 2 X 40W TABLERO DE DISTRIBUCIÓN DESCRIPCION NUMERO DE CABLES VIENE DE TABLERO GENERAL DEL C.E. DEL CENTRO EDUCT. VIENE TABLERO GEN. INST. ELECTRICAS 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 P2 P2 P2 P3 P2 P2 SUBE VENTILACIÒN 2" P2 P2 P2 P3 P2 P2 4" 4" DESCRIPCION M SIMBOLO S=1% L E Y E N D A TRAMPA EN "P", TRAMPA EN "P" EN SUMIDERO. REGISTRO ROSCADO DE BRONCE EN PISO CAJA DE REGISTRO C.T=COTA DE TAPA/C.F=COTA DE FONDO TUB. DE AGUA FRIA PVC CLASE 10 ROSCADO VAL. COMPUERTA EN LA VERTICAL/ HORIZONTAL MEDIDOR DE AGUA VALV. CHECK SWING DE BRONCE / UNION UNIVERSAL TUB. DE DESAGUE CONCRETO NORM. SIMPLE (C.N.S.) PENDIENTE MINIMA DE DESAGUE TUB. DE VENTILACION PVC-SAL CODO DE 90° EN SUBIDA / BAJADA TEE EN SUBIDA / BAJADA TUB. DE DESAGUE PVC - SAL CODO DE 45° YEE SIMPLE / DOBLE VIENE DE LA RED PÙBLICA TUB PVC SAP 3/4" TUB PVC SAL 6" TUB PVC SAL 6" TUB PVC SAL 4" TUB PVC SAL 4" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" \W5.15464; T."P" \W5.15464; T."P" SUBE AGUA TUB PVC SAP 3/4" SUBE VENTILACIÒN 2" 5 5 PLANTA DE TIJERALES E : 1/30 5 5 5 5 1 2 3 4 5 5 A B V.A. 0.20 X 0.20 TIJERAL 3" X 4" V.A. 0.20 X 0.20 5 PROYECCIÓN DE TECHO DE CALAMINA TIJERAL 3" X 4" TIJERAL 3" X 4" TIJERAL 3" X 4" TIJERAL 3" X 4" TIJERAL 3" X 4" TIJERAL 3" X 4" TIJERAL 3" X 4" V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 V.A. 0.20 X 0.20 5 4 A .10 .20 .15 7 A .10 SOBRECIMIENTO CIMIENTO 0.30 0.30 3 A .25 .10 .10 COLUMNA RESTO A .25 .15 RESTO A .25 Vent. de F + vidrio Vent. de F + vidrio 01 01 2.40 2.40 0.40 0.40 2.03 1.70 V - 2 V - 1 CUADRO DE VANOS VENTANAS 01 2.40 Vent. de F + vidrio 0.40 V - 3 2.02 OBSERV. UNID. ALFEIZ. ALTO ANCHO VANO CUADRO DE VANOS VENTANAS OBSERV. UNID. ALFEIZ. ALTO ANCHO VANO Vent. de F + vidrio 01 2.40 0.40 V - 4 2.78 5 ø1/4" VB 0.20 .15 ø1/2" V.-100 0.25 .20 6ø5/8" DETALLES DE VIGAS 6ø1/2" V-A ø1/4" 5ø1/2" 0.15 .30

Language	Spanish
Drawing Type	Block
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, bad, bathroom, block, casa de banho, chuveiro, disabled, DWG, lavabo, lavatório, men, PUBLIC, public toilets, restrooms, salle de bains, toilet, waschbecken, washbasin, WC, women