Details Of Tap Fire And Control Keys DWG Detail for AutoCAD

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

departure, Pvc iso, Concrete cover, Septic tank plant, Esc., cut, entry, Go well, departure, water level, percolator, Septic tank percolator, Ventilation duct, Ventilation duct, Mm septic admission, Suction pipe, Of sludge pvc mm, Floor: ceiling, Ventilation duct, Ventilation duct, section, Column table, Esc:, element, detail, Transverse reinforcement, reinforcement, principal, Tarrajeo polished with, Mortar waterproofing, Suction pipe, Of sludge pvc mm, Sole, Tarrajeo polished with, Mortar waterproofing, water level, Sludges, Sole, Ventilation duct, cut, Ladder, section, Box of beams, Esc:, element, detail, Transverse reinforcement, reinforcement, principal, cut, cut, Esc., Plant: percolator, Esc., cut, Esc., Floor: ceiling, Esc., Empty spaces in the joints, Wheeled filter, natural terrain, Empty spaces in the joints, Arrives tub. Of septic, percolator, Sale tub. Of percolator, Percolator nº, District municipality of san juan, province, draft, owner, Location, responsable:, mayor, sheet, civil engineer, C.i.p. No, Miguel Eduardo Carranza Haro, Sihuas, Sals villanueva jacinto, Department, Sheet number, Ancash, Integral sewer system, From the town of chinchobamba san juan, district, San Juan, date, August, scale, Indicated, drawing, Fight, surveyor, Pablo muguerza toro, The construction process will be governed according to the stipulated in r.n.c., Indications of designer. The attached notes will be respected, In the planes lacking of details the consultant will be consulted., rules, National building regulations, General considerations, American concret institute, Pg. Max., In all the corrugated iron will be used, The brick walls will be kk of hollow clay, Thickness cm. Will be confined to the columns., Shall be laid with mortar in proportion c: a with joints of, Fc, Foundation, Reinforced concrete, In all the structural elements one has, Structural columns, Coatings:, Structural beams, reinforcing steel, Containment elements, Slab, Brick walls in percolator, According to plans details, Cm., Technical specifications, Simple concrete, Fc, Soles cm, Concrete lid plant, Esc., cut, Esc., Septic cap detail, Esc., Percolating cap detail, Esc., Tarrajeo polished with, Waterproofing, Esc:, Esc:, Clay brick, current, singing, Tarrajeo cm, Blend, Waterproof, Proy. handle, Concrete beam, Plant registration box, In sludge suction, See box detail, Esc., Sewage treatment scheme, Esc., septic tank, Percolators, entry, Valve f.f., mortar

Raw text data extracted from CAD file:

1.00 .75 .500 .20 8.00 .20 4.00 .20 8.40 4.20 4.00 .20 3.90 .20 .20 12.60 .20 4.00 .20 4.40 4.40 .15 .70 .10 .10 .70 .15 2.25 .30 2.75 .15 .20 1.00 .500 .75 .20 .15 .20 .20 .20 3.90 .50 .50 .50 .50 .20 8.00 .20 4.00 .20 8.40 4.20 4.00 .20 3.90 .20 .20 12.60 .20 4.00 .20 4.40 4.40 .20 3.90 .50 .50 .50 .50 \A1;.20 \A1;.20 .20 .10 .20 .30 .10 .30 45° .20 .30 .10 .30 45° .15 .65 .10 .20 4.00 .20 4.40 .20 2.75 .30 2.25 .20 1.00 .75 .500 .20 .30 .10 .30 45° .20 .30 .10 .30 45° \A1;.20 \A1;.30 .10 .70 .10 .10 .70 .10 12.60 2.25 .30 2.75 .20 .10 .20 .30 .10 .70 .10 .20 4.00 .20 4.40 .20 2.75 .30 2.25 .20 .20 .30 .20 .30 .10 .30 .30 .30 \A1;0.15 \A1;1.70 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.70 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.85 \A1;0.30 \A1;2.30 \A1;0.15 \A1;1.70 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.70 \A1;0.15 \A1;2.00 \A1;0.05 \A1;0.05 \A1;0.50 \A1;0.50 \A1;0.10 \A1;0.05 \A1;.15 \A1;.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;.15 \A1;.15 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.50 .60 .60 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.95 \A1;0.05 \A1;0.05 \A1;0.60 \A1;0.50 \A1;0.075 \A1;0.60 \A1;0.60 0.60 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALIDA PVC ISO 4435 TAPA DE CONCRETO B 5 5 PLANTA POZO SEPTICO ESC. 1/50 CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 INGRESO VA A POZO 5 5 5 5 5 5 5 SALIDA d6″ NIVEL DE AGUA PERCOLADOR d1/2″ a 0.20 c/s d1/2″ a 0.20 c/s TANQUE SEPTICO Y PERCOLADOR d 6″ 5 5 ducto de ventilacion 5 5 ducto de ventilacion 5 5 C1 C1 C1 C1 C1 C1 d200 mm INGRESO A SEPTICO TUBERIA PARA SUCCION DE LODOS PVC 4435 d 150 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA: TECHO 5 5 ducto de ventilacion 5 5 ducto de ventilacion 5 5 C1 C1 C1 C1 C1 C1 C1 C1 VA 0.30 x 0.20 d1/2″ a 0.20 c/s d1/2″ a 0.20 c/s d1/2″ a 0.20 c/s R@0.25 c/e [] d3/8″:1a5+2a10 B=0.20m , H=0.20m SECCION (BxH) CUADRO DE COLUMNAS C-1 5 ESC: 1/25 ELEMENTO DETALLE 5 REFUERZO TRANSVERSAL 4 d 1/2″ REFUERZO PRINCIPAL d8″ 5 5 TARRAJEO PULIDO CON IMPERMEABILIZANTE – MORTERO 1:4 TUBERIA PARA SUCCION DE LODOS PVC 4435 d 150 mm S = 2% S = 2% SOLADO F’C= 100 KG/CM2 e=0.10 m TARRAJEO PULIDO CON IMPERMEABILIZANTE – MORTERO 1:4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE AGUA LODOS 5 5 5 5 5 5 5 5 5 5 SOLADO F’C= 100 KG/CM2 e=0.10 m ducto de ventilacion CORTE B-B ESCALERA FºGº d1″ R@0.25 c/e [] d3/8″:1a5+2a10 B=0.30m , H=0.20m SECCION (BxH) CUADRO DE VIGAS VA 5 ESC: 1/25 ELEMENTO DETALLE 5 REFUERZO TRANSVERSAL 5 d 1/2″ REFUERZO PRINCIPAL CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.25 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.25 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.25 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B d1/2@ 0.20 d1/2@ 0.25 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.25 d1/2@ 0.20 d1/2@ 0.20 d1/2@ 0.20 5 5 5 ESC. 1/50 ESC. 1/50 ESC. 1/50 ESC. 1/50 ESC. 1/50 5 5 5 5 5 5 5 5 1 1 5 5 5 5 PLANTA: POZO PERCOLADOR ESC. 1/25 CORTE 1 – 1 ESC. 1/25 5 5 5 5 5 5 5 5 PLANTA: TECHO ESC. 1/25 5 5 d1/2″ a 0.25 c/s d1/2″ a 0.25 c/s 5 5 5 5 5 5 CA-1 CA-1 CA-1 CA-1 CA-1 5 5 5 5 5 5 d1/4″:1a5+R@0.10 c/e VA-1 VA-1 VA-1 5 5 5 5 5 5 ESPACIOS VACIOS EN LAS JUNTAS (5 cm ) 5 FILTRO DE CANTO RODADO DE 3/4″ – 1″ TERRENO NATURAL TERRENO NATURAL ESPACIOS VACIOS EN LAS JUNTAS (5 cm ) LLEGA TUB. d6″ DE SEPTICO A PERCOLADOR 5 SALE TUB. d4″ DE PERCOLADOR Nº1 A PERCOLADOR Nº 2 2d3/8″ MUNICIPALIDAD DISTRITAL DE SAN JUAN PROVINCIA PROYECTO : PROPIETARIO : UBICACION : RESPONSABLE: ALCALDE : LAMINA : INGENIERO CIVIL C.I.P. Nº 55000 MIGUEL EDUARDO CARRANZA HARO : SIHUAS SAIS VILLANUEVA JACINTO T-01 DEPARTAMENTO Nº DE LAMINA : ANCASH SISTEMA DE ALCANTARILLADO INTEGRAL DEL CENTRO POBLADO CHINCHOBAMBA – SAN JUAN DISTRITO : SAN JUAN FECHA : AGOSTO – 2006 ESCALA : INDICADA DIBUJO : LUCHIN TOPOGRAFO PABLO MUGUERZA TORO El proceso constructivo se regirá según lo estipulado en el R.N.C. y/o indicaciones de Proyectista. Se respetará las notas adjuntas en los planos y a falta de detalles se consultará al Proyectista. 7.00 NORMAS Reglamento Nacional de Construcciones (RNC) 6.00 CONSIDERACIONES GENERALES American Concret Institute (ACI) : C/H, 1:10 + 30 % PG. MAX. 8″ En todos los elementos, se empleará fierro corrugado G-60 Los muros de ladrillo serán de tipo KK de arcilla 18 huecos espesor 1.5 cm. y se confinarán con las columnas. Se asentarán con mortero en proporción C:A / 1:5 con juntas de : f’c =210 Kg/cm2 Cimiento 2.00 CONCRETO ARMADO En todos los elementos estructurales se tiene Columnas estructurales 4.00 RECUBRIMIENTOS: Vigas estructurales 3.00 ACERO DE REFUERZO Elementos de confinamiento Losa masiza 5.00 MUROS DE LADRILLO EN PERCOLADOR fy=4200 Kg/cm2(SiderPerú), Según planos y detalles : 2 cm. : 3 cm. : 4 cm. : 5 cm. ESPECIFICACIONES TECNICAS 1.00 CONCRETO SIMPLE : f’c =100 Kg/cm2 Solado e=10 cm A 5 5 5 5 5 5 4 d3/8″ 4 d3/8″ 5 5 5 5 5 5 5 <>5 5 5 4 d1/4″ 4 d1/4″ PLANTA TAPA DE CONCRETO ESC. 1/25 CORTE A-A ESC. 1/25 DETALLE DE TAPA – SEPTICO ESC. 1/25 DETALLE DE TAPA – PERCOLADOR ESC. 1/25 4 d3/8″ 4 d1/4″ TARRAJEO PULIDO CON IMPERMEABILIZANTE ESC: 1/25 d1/4″:1a5+R@0.10 c/e 2d3/8″ ESC: 1/25 LADRILLO DE ARCILLA CORRIENTE 9x13x23 DE CANTO TARRAJEO 1.5 cm MESCLA 1:4 IMPERMEABILIZADO PROY. AGARRADERA DE RAPA DE CONCRETO CAJA DE REGISTRO PLANTA EN SUCCION DE LODOS (12 “x 24″) VER DETALLE DE CAJA -1- ESC. 1/20 0.60 0.30 ESQUEMA DE TRATAMIENTO DE AGUAS SERVIDAS ESC. S/E Bz21 TANQUE SEPTICO PERCOLADORES Nº1 Nº2 d8″ d6″ d4″ d4″ A B B A A B A A ENTRADA d8″ VALVULA F.F. d 6” MORTERO 1:4