Valve House DWG Detail for AutoCAD

Details of a booth valves

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

typical, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, Dry outdoor camera:, relationship, For pressure fluids., Pipe pvc fittings must meet the ntp., note, Overflow pipe diameter must be, According to the maximum coverage of the spring., Drawing: jorge bailon christian garcia, cut, Niv Water, your B. drain, plant, Metal cap type, Water outlet, Water inlet, your B. departure, your B. drain, entry, Sole, typical, Sole, typical, Additional, plant, cut, Stone seated in, concrete, Concrete data, Stone seated in, concrete, mesh, Concrete data, minimum, your B. Overflow, Hydraulic seal detail, Overflow, Pipe of, Esc., Esc., Overflow tub, Clean min., see detail, Hypochlorator, Inbox, see detail, Hydraulic seal, detail, Esc., cut, Of the long. Min., Cleaning according to conditions, your B. Overflow pvc, Esc., Overflow tub, see detail, Clean min., see detail, Hydraulic seal, sewer system

Raw text data extracted from CAD file:

A \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;1.00 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.15 TIPICO \A1;0.15 TIPICO FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d1/2″= 0.50cm d3/8″= 0.40cm d1/4″= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f’y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f’c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f’c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 NOTA : -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. \A1;0.50 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.10 DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . \A1;0.10 CORTE A-A NIV. AGUA TUB. DESAGUE PLANTA A A TAPA METALICA TIPO T-1 SALIDA DE AGUA ENTRADA DE AGUA TUB. SALIDA TUB. DESAGUE ENTRADA 1 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO f’c=140kg/cm2 2 3 3 3 4 4 4 5 5 5 6 6 2 1 5 7 7 7 3 3 3 4 5 4 3 8 d1/4″@.15 d1/4″@.15 <> TIPICO SOLADO f’c=140kg/cm2 d1/4″@.15 <> TIPICO d1/4″@.15 2d3/8″ ADICIONALES d1/4″@.15 PLANTA CORTE A-A 8 8 2 3 3 3 4 5 5 PIEDRA ASENTADA EN CONCRETO F’c=100Kg/cm2 <> 1.00 DADO DE CONCRETO f’c=140Kg/cm2 0.30×0.20×0.20m PIEDRA ASENTADA EN CONCRETO F’c=100Kg/cm2 MALLA 0.30×0.20×0.20m f’c=140Kg/cm2 DADO DE CONCRETO L=10m MINIMO TUB. DE REBOSE Y LIMPIA DETALLE DE SELLO HIDRAULICO REBOSE TUBERIA DE 5 5 ESC. 1:10 7 8 10 ESC. 1:20 ESC. 1:20 TUB DE REBOSE Y LIMPIA L=10m MIN. VER DETALLE “A” 5 5 HIPOCLORADOR BUZON DE ENTRADA VER DETALLE SELLO HIDRAULICO DETALLE “A” ESC. 1:20 ESC. 1:20 CORTE B-B DEL TERRENO, LONG. MIN. 10m LIMPIEZA SEGUN LAS CONDICIONES TUB. PVC DE SALIDA DE REBOSE Y ESC. 1:10 ESC. 1:10 TUB DE REBOSE Y VER DETALLE “A” LIMPIA L=10m MIN. B B VER DETALLE SELLO HIDRAULICO DRENAJE 0.15×0.15 5