Detail Water Installation DWG Detail for AutoCAD

Detail water installation – cistern detail- detail pump installation – detail cover . detail carcamo

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

var. of est., reinforced concrete slab, var. from, carcamo detail, pichancha, suction pipe, copper connector, outer rope of mm., copper film, installation detail, of pump, check valve, pichancha of, copper from, bell reduction, nut union galv., mm, copper elbow, of mm., bomb bonasa, towards the water tank, reinforced concrete slab, var. from, chamfer, flattened, armed, concrete wall, float, suction pipe, free water level, reinforced concrete slab, var. from, pichancha, var. of est., bomb, man record, top, The leveling will be sand cement with fine flattening., integral waterproofing will be used in the flat., the useful surface will be of the height, Specifications, cistern detail, the concrete will be of, cover detail, welded hinge, Solera lid, drowned in concrete, angular type of, galvanized sheet top, man record, var. of est., reinforced concrete slab, var. from, carcamo detail, pichancha, suction pipe

Raw text data extracted from CAD file:

4 var. DE 3/8 EST. no.2 @ 30cm. DH-1.3 LOSA DE CONCRETO ARMADO var. DE 3/8 @ 30cm. DETALLE DE CARCAMO 0.12 0.10 0.10 1 1/4″ PICHANCHA 0.25 0.50 TUBERIA DE SUCCION CONECTOR DE COBRE CUERDA EXTERIOR DE 25 mm. CUERDA EXTERIOR DE 25 mm. CINECTOR DE COBRE DETALLE DE INSTALACION DE BOMBA DH-1.2 VALVULA CHECK PICHANCHA DE 38mm. COBRE DE 38x25mm. REDUCCION CAMPANA DE TUERCA UNION GALV. DE 25 mm CODO DE 90° COBRE DE 25 mm. BOMBA BONASA no.1060 DE 1HP HACIA EL TINACO 0.10 0.10 LOSA DE CONCRETO ARMADO var. DE 3/8 @ 30cm. CHAFLAN APLANADO ARMADO MURO DE CONCRETO FLOTADOR 2.40 0.20 0.12 0.20 TUBERIA DE SUCCION NIVEL LIBRE DEL AGUA pend.=2% LOSA DE CONCRETO ARMADO var. DE 3/8 @ 30cm. PICHANCHA 4 var. DE 3/8 EST. no.2 @ 30cm. BOMBA 1HP 2.50 REGISTRO HOMBRE TAPA EL APLANADO SERA DE CEMENTO ARENA 1:3 CON APLANADO FINO. SE UTILIZARA IMPERMEABILIZANTE INTEGRAL EN LOS APLANADOS. LA SUPERFICIE UTIL SERA DE 3/4 DE LA ALTURA ESPECIFICACIONES 0.20 DETALLE DE CISTERNA EL CONCRETO A UTILIZAR SERA DE f’c= 200 kg/cm2. DH-1 6.00 0.20 DETALLE DE TAPADERA DH-1.1 0.14 0.60 0.14 BISAGRA SOLDADA A TAPA Y SOLERA 0.12 0.10 AHOGADO EN CONCRETO ANGULAR TIPO “L” DE 1″ TAPA DE LAMINA GALVANIZADA pend.= 2% REGISTRO HOMBRE \A2;0.80 \A2;0.79 4 var. DE 3/8 EST. no.2 @ 30cm. DH-1.3 LOSA DE CONCRETO ARMADO var. DE 3/8 @ 30cm. DETALLE DE CARCAMO 0.12 0.10 0.10 1 1/4″ PICHANCHA 0.25 0.50 TUBERIA DE SUCCION <> 5