Battery Of Sanitariums From Primary School DWG Detail for AutoCAD

Battery Of Sanitariums From Primary School DWG Detail for AutoCAD

Constructive details of bathrooms for primary school

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

tank toilet, lavatory, ridge shaft, architectural plant, main facade, back facade, cc cut, see detail, cut aa, low bed, trabe., firm concrete, no scale, plant location, urinal detail, facade lateral, matt gray color, fo. tubular, anticorrosive paint, upper bed enclosure chain, bb cutting, screens, sanitary men, sanitary women, tinaco, ceiling limit, wall partition, concrete floor, mesh, filling, cal-tezontle, construction system cut, tinaco round, similar., rotoplas or, cut ff, bucket for, tinaco, proy. axis of, wall, detail to, common, wall of partition, detail l, slope., filling to, tepetate., base, tezontle and, flattened, polished, cold finish with tumbler., washbasin, polished cement, zoclo finish, wall of, partition, bathroom screen, pieces of chandelier, with zoclo., wall axis to the cloth, chain without perimeter eyebrow, note: all the castles, armed projection, cc cut, section, type, option with shoe, flattened with mortar , flattened with mortar, polished finish, shoe, template, castles, pug tube, solid concrete, enrrase with tabicon, enclosure chain, transv., armed, reinforced concrete, alternative shoes, finishes, concrete floor, striped finish with brush, plafon finished with mortar, covered with concrete, apparent waterproofing., boat cespol, foundation board, foundation plant, long., slab detail, tepetate filling, compacted, est., reinforced concrete with, waterproofing , dropper, chamfer, cut ee, semi-joist, cassette polystyrene, axis, electrical installation, npt, lateral structural facade, roof projection, rear structural facade, main structural facade, urinal, hydraulic isometric, women, water, cistern, wc, men, up, down, to tinaco on, roof, sanitary isometrico, hydraulic installation, alimentacion, water of the cistern, to the drainage or, septic tank, lav, sanitary installation, registry, washbasins, integrated to the zapata

Raw text data extracted from CAD file:

TANK TOILET LAVATORY LAVATORY TANK TOILET \A1;b \A1;B \A1;h \A1;B \A1;H \A1;6.00 \A1;6.00 \A1;1.20 \A1;5.60 \A1;2.80 \A1;1.075 \A1;2.50 \A1;0.20 \A1;1.37 \A1;0.63 \A1;1.72 \A1;0.78 \A1;0.20 \A1;0.625 \A1;0.34 \A1;1.37 \A1;1.37 \A1;2.00 \A1;2.50 \A1;5.55 \A1;3.85 \A1;0.95 \A1;0.125 \A1;1.250 \A1;0.625 \A1;2.80 \A1;0.20 \A1;3.87 \A1;0.50 \A1;0.20 \A1;2.40 \A1;2.80 \A1;1.25 \A1;3.87 \A1;0.20 \A1;2.50 \A1;2.10 \A1;0.80 \A1;0.40 \A1;2.50 \A1;2.80 \A1;1.25 \A1;0.10 \A1;0.20 \A1;1.65 \A1;0.40 \A1;0.78 \A1;0.98 \A1;1.72 \A1;1.20 ejes \A1;1.35 \A1;1.20 \A1;1.20 \A1;2.40 \A1;1.80 \A1;1.30 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.20 \A1;1.20 a ejes \A1;0.60 \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.075 \A1;0.15 \A1;0.64 \A1;1.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;1.52 \A1;E No. 2 @ 10 \A1;5.60 \A1;2.80 \A1;0.40 \A1;1.10 \A1;60 cm. MIN. \A1;B \A1;0.30 \A1;0.14 \A1;VARIABLE MIN. 0.45 \A1;0.20 \A1;B \A1;H=0.15 \A1;0.10 \A1;0.14 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.14 \A1;0.30 \A1;0.14 \A1;0.14 \A1;0.14 \A1;1.45 \A1;0.20 \A1;1.925 \A1;3.85 \A1;E No. 2 @ 20 \A1;1.10 \A1;E No.2 a 10 \A1;0.14 \A1;0.30 \A1;0.20 \A1;0.14 \A1;2.80 \A1;1.925 \A1;0.63 \A1;2.50 \A1;2.50 \A1;2.10 \A1;0.10 \A1;0.20 N. +0.00 \A1;VARIABLE 60 cm. MIN. \A1;0.40 \A1;0.20 \A1;1.075 \A1;1.00 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.15 \A1;0.10 \A1;2.00 \A1;B \A1;2.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.18 \A1;. \A1;0.45 \A1;0.20 \A1;3.00 \A1;5.55 \A1;3.85 \A1;. \A1;0.45 \A1;0.25 \A1;0.350 \A1;0.15 \A1;0.20 \A1;. \A1;1.075 \A1;. \A1;0.20 \A1;. \A1;. \A1;0.45 \A1;0.25 \A1;0.20 \A1;. \A1;0.25 \A1;3.00 \A1;0.625 \A1;2.80 \A1;2.80 \A1;0.63 \A1;5.55 \A1;0.625 \A1;2.50 \A1;. \A1;0.25 \A1;0.45 \A1;0.20 \A1;. \A1;1.925 \A1;1.075 \A1;1.925 \A1;2.50 \A1;5.60 \A1;5.60 \A1;1.10 \A1;1.10 \A1;1.70 \A1;1.70 6.00 6.00 EJE DE LA CUMBRERA 1.075 2.80 5.60 1.20 PLANTA ARQUITECTONICA FACHADA PRINCIPAL FACHADA POSTERIOR 2.50 0.63 1.37 0.20 EN CORTE C-C VER DETALLE 0.20 0.78 1.72 CORTE A-A NPT (INTERIOR) 0.625 0.34 1.37 Lecho bajo 1.37 de Trabe. 2.00 de Trabe. Lecho bajo 2.50 3.85 5.55 0.125 0.95 5 A VER DETALLE "L" 0.625 A 0.20 B 2.80 FIRME DE CONCRETO 0.20 0.50 3.87 SIN ESCALA 2.40 PLANTA UBICACION DETALLE MINGITORIO FACHADA LATERAL 1.25 2.80 color gris mate Mampara Fo. tubular pintura anticorrosiva Lecho superior cadena cerramiento CORTE B-B 3.87 0.20 0.40 0.80 2.10 2.50 Mamparas 2.50 Sanitarios Hombres NPT (INTERIOR) 1.25 2.80 1.72 0.98 0.78 0.40 1.65 Sanitarios Mujeres N.P.T. +0.20 0.20 0.10 F 1.20 DE TINACO LIMITE DE LA TECHUMBRE 1.35 1.20 ejes 2.40 1.20 MURETE DE TABIQUE PISO DE CONCRETO F'c=150 KG/CM2 MALLA 6x6/10-10 RELLENO CAL-TEZONTLE PROP. 1:4 CORTE SISTEMA CONSTRUCTIVO SIN ESCALA TINACO REDONDO CAP. 750 lts. SIMILAR. ROTOPLAS O CORTE F-F F SIN ESCALA CUBO PARA TINACO 0.30 0.20 PROY. EJE DE MURO 1.30 1.80 ARMADA CON ARMEX 15X15X4 CADENA DE CONCRETO F'c=150 KG/CM2 0.20 0.10 DETALLE A COMUN MURO DE TABIQUE DETALLE L 1.20 a ejes PENDIENTE. F'c=100 KG/CM2 CON RELLENO A DE TEPETATE. BASE TEZONTLE Y 0.20 0.40 0.80 0.60 SIN ESCALA SIN ESCALA APLANADO DE 10 cm. DE ESPESOR, ACABADO PULIDO FRIAS ACABADO CON VOLTEADOR. PISO DE CONCRETO F'c=150 KG/CM2 RAYADO C/BROCHA, EN JUNTAS LAVABO CADENA DE CONCRETO F'c=150 KG/CM2 ARMADA CON ARMEX 15X15X4 CEMENTO PULIDO ZOCLO ACABADO SIN ESCALA MURO DE TABIQUE FIRME F'c=150 KG/CM2. 0.64 0.15 DETALLE A 0.075 0.05 0.20 1.20 1.20 MAMPARA DE BAÑO 0.20 PIEZAS DE CANCELERIA CON ZOCLO. EJE DE MURO AL PAÑO 0.90 0.30 0.60 1.52 1.20 ARMEX 20X15X4 E No.2 @ 25 CM d SIN ESCALA ARMEX 15X15X4 1.10 0.40 2.80 5.60 E No. 2 @ 10 ARMEX 20X15X4 CADENA SIN CEJA PERIMETRAL NOTA: TODOS LOS CASTILLOS DEBERAN (DESPLANTARSE DE LA No.3 a 25 No.3 a 25 No.3 a 25 ft 10 ton / m2 ft 5 a 7.5 ton / m2 60 cm. MIN. PROYECCION ARMADO DE CASTILLO 60 cms. SIN ESCALA B CORTE C-C 15 15 15 Z2 100 60 Z2 SECCION TIPO 50 Z2 H B 0.14 N +0.00 N.P.T. +0.20 (CM-2) Z-2 0.30 0.20 VARIABLE MIN. 0.45 SIN ESCALA H=0.15 OPCION CON ZAPATA CORTE C-C B APLANADO CON MORTERO APLANADO CON MORTERO, ACABADO PULIDO ZAPATA No.3 @ 20 PLANTILLA 0.10 K-2 CASTILLOS CIMENTACION). CASTILLOS TUBO DE FoGo PERFORADO @ 10 cms. DE 10x14x28 cm. MACIZO DE CONCRETO ENRRASE CON TABICON ft 10 ton / m2 o mayor 0.10 0.10 0.10 N.P.T. +0.00 N.P.T. +0.20 0.14 SECCION TIPO b 5 No. 3 3 No. 3 CM2 TIPO h B 3 No. 3 50 B 0.14 4 0.14 CD-2 0.14 CD-4 60 H b 30 0.30 CADENA DE CERRAMIENTO K-1 0.14 TRANSV. ARMADOS DE CONCRETO ARMADO ALTERNATIVAS ZAPATAS H ZAPATA B 0.20 B 1.45 ACABADOS PISO DE CONCRETO ACABADO RAYADO CON BROCHA APLANADO CON MORTERO PLAFON ACABADO CON MORTERO CUBIERTA DE CONCRETO RECUBIERTA CON IMPERMEABILIZANTE APARENTE. CESPOL DE BOTE 3.85 1.925 E No. 2 @ 20 TABLA DE CIMIENTOS CONTRATRABE CT-1 PLANTA CIMENTACION K-1 0.30 0.14 CT-1 LONG. E No.2 a 10 1.10 SIN ESCALA K-1 CT-1 0.14 2 No.4 2 No.4 0.20 2.80 C C K-1 CD-4 (CM2 O Z-2) K-1 1.925 K-2 K-1 CD-4 K-1 CD-4 K-2 (CM2) 2.50 0.63 DETALLE DE LOSA 0.20 0.40 VARIABLE 60 cm. MIN. 0.20 N. +0.00 0.10 2.10 2.50 1.075 0.15 1.00 2.00 MURO DE TABIQUE 0.10 0.15 0.30 0.05 0.10 0.10 0.10 N.P.T. +0.20 2.00 PEND. 2% 3 d 3/8" RELLENO DE TEPETATE COMPACTADO 3/8 @ 60 CM. 1/4" @ 20 EST. PLANTILLA PROYECCION ARMADO DE CASTILLO 60 cms. d B Z-2 (CM-2) ARM. DE MALLA 6x6/10-10 MURO DE TABIQUE MALLA ELECTROSOLDADA 6X6-10/10 DE CONCRETO ARMADO CON CAPA DE COMPRESION DE 0.05 MTS. No.3 IMPERMEABILIZANTE GOTERO CHAFLAN TABIQUE MURO DE CORTE E-E CD-2 SEMI-VIGUETA 0.18 CASETON DE POLIESTIRENO SEMI-VIGUETA 4 d No.4 E No.2 EJE T-1 INSTALACION ELECTRICA T-13 1-14d 2-12 2-12 1-14d 2-12 T-13 T-13 T-13 T-13 2-12 2-12 2-12 1-14d 2-12 1-14d 1-14d 2-12 K-1 K-1 N.P.T. FACHADA ESTRUCTURAL LATERAL 3.00 0.20 0.45 . PROYECCION DE CUBIERTA @ 20 @ 15 @ 10 @10 @ 20 TRABE T-1 3.85 5.55 5 0.25 0.45 2 No.4 . 1.075 K-1 . 0.20 0.15 TRABE T-1 MALLA ELECTROSOLDADA 6X6-10/10 DE CONCRETO ARMADO CON CAPA DE COMPRESION DE 0.05 MTS. 2 No.4 0.25 . 2 No.4 0.20 0.25 0.45 . . 0.20 . @ 10 @ 15 @ 20 @10 @ 20 3.00 0.625 E K-1 K-1 E CD-2 T-1 CD-2 T-1 CD-2 0.63 2.80 2.80 CD-2 2.50 0.625 FACHADA ESTRUCTURAL POSTERIOR 5.55 \A1;020 SIN ESCALA . 2 No.4 0.20 0.45 0.25 . CD-2 T-1 CD-2 T-1 K-1 CT-1 K-1 T-1 1.925 1.075 CD-2 K-1 CD-2 1.925 2.50 FACHADA ESTRUCTURAL PRINCIPAL CD-2 T-1 T-1 1.70 1.70 1.10 K-2 K-1 T-1 K-1 CT-1 1.10 K-1 K-2 5.60 5.60 19 Mingitorio ISOMETRICO HIDRAULICO MUJERES AGUA DE LA CISTERNA 19 19 13 13 13 13 13 W.C HOMBRES W.C W.C SIN ESCALA 750 LTS. TINACO SUBE 32 19 13 13 13 38 baja W.C W.C A TINACO SOBRE BAJA d32 AZOTEA 38 baja 13 13 LV LV 13 19 W.C 13 13 50 100 ISOMETRICO SANITARIO INSTALACION HIDRAULICA WC 19 ALIMENTACION 13 13 13 13 13 13 19 WC WC 19 19 19 13 19 MG WC WC WC 32 AGUA DE LA CISTERNA 50 100 AL DRENAJE O FOSA SEPTICA 100 100 100 50 R HOMBRES W.C W.C W.C W.C LAV 13 SIN ESCALA No.24 Mingitorio INSTALACION SANITARIA No.24 50 100 MUJERES W.C W.C 100 100 REGISTRO AL DRENAJE O FOSA SEPTICA 50 50 100 100 100 100 50 50 Lavabos 50 No.24 CT-1 2 No.4 CONTRATRABE DE 20 x 40 cm INTEGRADA A LA ZAPATA CON 6 VAR #4 Y EST #2 @ 15 cm

Language	Spanish
Drawing Type	Detail
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bathrooms, battery, College, constructive, DETAIL, details, DWG, library, primary, school, university