Dry Latrine DWG Section for AutoCAD

Dry Latrine DWG Section for AutoCAD

Architectural details Latrine country / Cottage. – Plant arquitectonica – Sections of cuts with cimentacion – Plant carpentry for roof specifications – Elevations / Front and Side Facades – Doors Detail

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

Drain cc pro, plant, Economic toilet, Overcoming, polished concrete, meeting, Npt., Asphalt seal, Finished tile, polished concrete, Overcoming, Nvt., drain, Overcoming, cut, N.t., Tank under liters, Economic toilet, Glazed ceramic slab, Tank under liters, Economic toilet, Glazed ceramic slab, Registry box, air duct, Waste disposal, sanitary instalation, Towards septic tank, drain, Overcoming, The overcoming, scale, Detail of the wall, general specifications:, Truss beam will be precast concrete thick, The overdue with cocreto c: h pg, Polished cement to the outside interior., Ventilation tube placed outside the hut, Painted with black enamel. Should stand out from the, Roof with ending in hat elbow., Put mosquito netting at the end of the, The drain tube placed in the no, Leave moldings or obstacles that prevent the evacuation, Of the solids., Rear elevation, scale, Lateral elevation, scale, Finished face view, Opaque flexiforte iron red, Wood strap, Screw, Wood strap, Screw, detail, Technical specifications, Classified wood structure, screw, Wood group, Wood preserved with pentachlorophenol brush, Fc ll, Admissible stress modulus of elasticity, Technical specifications, Masonry units, The brick will be of clay of measures cm, Bricks with three through holes to be, Technical specifications, reinforcing steel, The horizontal reinforcement will be placed reinforcements every cm with steel, Along the entire wall, N.t., cut, Fixing detail, N.t.n, your B. Of ventilation, Ventilation hat, your B. Of ventilation, N.t.n, Joints max. Cm, Detail lintel, Pre manufactured, Iron fences, Stirrups, brick wall, Fiber roof, your B. Of ventilation, Horizontal reinforcement each, Pass the vertical reinforcement. The rest will be three holes with bottom, Isometric, brick wall, face side, brick wall, face side, wooden frame, Door detail, scale, screw, Galvanized calamine, thickness, your B. Water, detail, water valve, Horizontal reinforcement each, Lintel beam, Horizontal reinforcement, Detail of reinforcement in walls, Infiltration trenches, Npt., sidewalk, comes, your B. Water, see, detail, N.v.t., Infiltration trenches, Horizontal reinforcement spines, front elevation, scale, Lintel beam, Finished face view, Level of sidewalk, N.t.n, Joints max. Cm, Concrete, scale, Plant house, Flexiforte de, Wood strap, Screw, Wood strap, Screw, Overlapping iron, projection, Ceiling, Wooden beam, Screw, Wooden beam, Screw, Horizontal reinforcement each

Raw text data extracted from CAD file:

\A1;1.60 \A1;.15 \A1;.10 \A1;1.34 \A1;.15 \A1;.15 \A1;.10 \A1;.12 \A1;.12 \A1;1.84 \A1;1.10 \A1;.90 \A1;.10 \A1;.12 \A1;.12 \A1;1.84 \A1;1.00 \A1;.12 \A1;1.10 \A1;.12 \A1;.60 \A1;1.34 \A1;1.84 \A1;.85 \A1;.15 \A1;.60 \A1;1.50 \A1;.10 \A1;.30 \A1;2.20 \A1;1.60 \A1;.12 \A1;.12 \A1;.56 \A1;.56 \A1;.05 \A1;.10 \A1;2.44 \A1;1.10 \A1;1.10 \A1;2.10 \A1;.60 \A1;.50 \A1;.50 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;1.84 \A1;.60 \A1;.30 \A1;1.69 \A1;.40 \A1;.50 DESAGÜE - CC PRO \A1;.60 \A1;.12 \A1;.12 \A1;1.65 \A1;.60 \A1;.60 \A1;1.65 \A1;.40 \A1;.50 \A1;.30 \A1;.10 \A1;.40 \A1;.50 \A1;.12 \A1;.12 \A1;.40 \A1;.50 \A1;.40 \A1;.50 \A1;.10 \A1;.30 \A1;.15 \A1;.125 \A1;.15 \A1;1.10 \A1;0.125 \A1;.12 \A1;1.00 \A1;.12 \A1;1.00 PLANTA INODORO ECONOMICO SOBRECIMIENTO CEMENTO PULIDO JUNTA 1" NPT. 0.00 SELLO ASFALTICO LOSA ACABADO CEMENTO PULIDO SOBRECIMIENTO F'c=175 Kg/cm2 NVT. 0.00 PVC-SAPd4" DESAGUE SOBRECIMIENTO CORTE B-B N.T. ±0.00 TANQUE BAJO 5 LITROS INODORO ECONOMICO Y LOSA CERAMICA VITRIFICADA TANQUE BAJO 5 LITROS INODORO ECONOMICO Y LOSA CERAMICA VITRIFICADA d4" S=1% N-0.30 N.± 0.00 CAJA REGISTRO 12"x24" TUBO DE VENTILACION d2" ELIMINACION DESAGUES INSTALACION SANITARIA HACIA POZO SEPTICO d4" S=1% DESAGUE SOBRECIMIENTO F'c=175 Kg/cm2 Y EL SOBRECIMIENTO ESCALA 1:10 DETALLE A-A DEL MURO 0.12 ESPECIFICACIONES GENERALES: 1. Viga dintel sera prefabricado de concreto de 175 kg/cm2, espesor 0.10m, 2. El sobrecimiento con cocreto C:H 1:10 + 30 % PG cemento pulido al interior y exterior. 3. Tubo de ventilacion de d2", colocado al exterior de caseta y pintado con esmalte de color negro. Debera sobresalir del techo 0.20 m y con terminacion en codo de 90° o sombrero. Colocar malla mosquitero al final del tubo de 1/4" 4. El tubo de desague de d4", colocado en el piso, no dejara molduras ni obstucciones que impida la evacuacion de los sólidos. ELEVACION POSTERIOR ESCALA 1:10 ELEVACION LATERAL ESCALA 1:10 ACABADO CARA VISTA ACABADO CARA VISTA PLANCHA FLEXIFORTE OPACA ROJO 2.44x1.10M CORREA DE MADERA TORNILLO DE 3"x2" CORREA DE MADERA TORNILLO DE 3"x2" DETALLE ESPECIFICACIONES TECNICAS ESTRUCTURA DE MADERA CLASIFICADA TORNILLO MADERA GRUPO C (GRUPO ANDINO) 2.- MADERA PRESERVADA CON PENTACLOROFENOL A BROCHA (CORREAS) 1.- fm : 100 Kg/cm2 ft : 75 Kg/cm2 fc ll : 80 Kg/cm2 ESFUERZOS ADMISIBLES Y MODULO DE ELASTICIDAD 3.- fc (perpendicular) : 15 Kg/cm2 fv : 8 Kg/cm2 ESPECIFICACIONES TECNICAS UNIDADES DE ALBAÑILERIA EL LADRILLO SERA DE ARCILLA DE MEDIDAS 24 X 12 X 9 cm 1.- EN LAS ESQUINAS SE UTILIZARAN LADRILLOS CON TRES HUECOS PASANTES PARA ESPECIFICACIONES TECNICAS ACERO DE REFUERZO 1.- EL REFUERZO HORIZONTAL SE COLOCARA 04 REFUERZOS CADA 52 CM CON ACERO Ø1/4" A LO LARGO DE TODA LA PARED (VER DETALLE) N.T. ±0.00 CORTE A-A DETALLE DE FIJACION 0.00 N.T.N 0+00 NVT.0+0.05 TUB. DE VENTILACION 2" SOMBRERO DE VENTILACION TUB. DE VENTILACION 2" N.T.N 0+00 JUNTAS MAX. 1.5 cm JUNTAS MAX. 1.5 cm DETALLE DINTEL PRE - FABRICADO \A1;.150 \A1;.100 4 FIERROS DE Ø 1/4" ESTRIBOS Ø1/4"@ 15cm \A1;1.900 \A1;.300 1.600 .300 MURO DE LADRILLO TECHO FIBRAFORTE TUB. DE VENTILACION 2" \A1;0.40 REFUERZO HORIZONTAL 1 Ø1/4" CADA 52cm PASAR EL REFUERZO VERTICAL. EL RESTO SERA DE TRES HUECOS CON FONDO ISOMETRICO S/E MURO DE LADRILLO CARA VISTA MURO DE LADRILLO CARA VISTA MARCO DE MADERA DETALLE PUERTA ESCALA 1:10 TORNILLO 3"x2" CALAMINA GALVANIZADA ESPESOR = 0.25mm TUB. AGUA DETALLE VALVULA DE AGUA REFUERZO HORIZONTAL 1 Ø1/4" CADA 52cm VIGA DINTEL PRE-FABRICADA 04 REFUERZO HORIZONTAL Ø 1/4" DETALLE DE REFUERZO EN MUROS Zanjas de infiltración 5 5 5 S=2% A B A B \A1;.300 NPT. 0.00 VEREDA VIENE TUB. AGUA VER DETALLE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.V.T. 0.00 A ZANJAS DE INFILTRACIÓN Refuerzo horizontal 1 Ø 1/4" @ 3 hiladas ELEVACION FRONTAL ESCALA 1:10 VIGA DINTEL ACABADO CARA VISTA Nivel de Vereda 0+.05 N.T.N 0+00 JUNTAS MAX. 1.5 cm 0.00 PRE-FABRICADA 5 5 5 5 5 5 5 5 5 5 5 5 DE CONCRETO ESCALA 1:10 P-1 PLANTA CASETA FLEXIFORTE DE 2.44m x 1.10m CORREA DE MADERA CORREA DE MADERA TORNILLO DE 2"x3"X 2.10m CORREA DE MADERA 5 TORNILLO DE 2"x3"X 2.10m TORNILLO DE 2"x3"X 2.10m 5 5 5 5 TRASLAPE DE PLANCHA PROYECCIÓN 5 5 5 5 5 5 VEREDA, A=50 CM 5 5 5 5 5 5 DE TECHO 5 5 5 5 VIGA DE MADERA TORNILLO DE 2"x3"X2.30m VIGA DE MADERA TORNILLO DE 2"x3"X2.30m 5 5 5 5 5 5 5 5 5 5 5 5 5 .12 .12 5 5 5 5 5 5 5 .125 5 5 0.125 \A1; \A1; REFUERZO HORIZONTAL 1 Ø1/4" CADA 52cm 5 5 5 5

Language	Spanish
Drawing Type	Section
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architectural, arquitectonica, autocad, bad, bathroom, casa de banho, chuveiro, cimentacion, cottage, COUNTRY, cuts, details, dry, DWG, latrine, lavabo, lavatório, plant, salle de bains, section, sections, toilet, waschbecken, washbasin, WC