Armed Concrete Cistern 100m3 Capacity DWG Detail for AutoCAD

Armed Concrete Cistern 100m3 Capacity DWG Detail for AutoCAD

Cistern in armed concrete 100m3 cap. located in terrain type II, zone B – Details in steel armed

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

mts thickness of slab, mts, vs lower bed longitudinally, vs cm bottom bed transversally, horizontal cm outdoor bed, cm vertiales outdoor bed, vs in castle, central reinforcement in clearings of vars castles., detail reinforcement in corners with squares, var cm, of castles on the wall, var cm, concrete wall cm. esp., mts thickness of slab, mts, vs cm both beds, concrete wall cm. esp., vs cm both beds, armed foundation slab, vs cm. in the longitudinal direction, vs cm. in a transversal sense, slab lower longitudinal direction, lock of cm armed co vs, drowned in slab, slab superior of cm of esp. armed with vs, reinforced concrete castle drowned in walls, wall elevation, longitudinal direction, transversal sense, longitudinal direction, transversal sense, plant, cm upper clear bed, cm, cm longitudinal bottom bed, cm, cm transverse lower bed, vs in castle, lock of cm armed with, drowned in slab, cm, cm bed top, foundation, slab lid, breakwater breakwater, vertical horizontal cm, squad with vs cm, notes:, reinforcement steel fy, maximum size of coarse aggregate, concrete strength, the minimum free coating will be cm., the overlap length will be of diameters., of reinforcement in the same section, in no case may it overlap more than that of steel., cutting clear canes, where indicated otherwise, All dimensions are given in except, the dimensions govern by not taking scale measures., reinforcement of foundation on resistant stratum, you must remove the fill layer, until you reach the project level, with improved material in cms layers, all structural concrete element, it must be cured., comply with what is specified in n.t.c. from, All materials procedures should, concrete, except the lid where will be cm., detail reinforcement in clear

Raw text data extracted from CAD file:

2.67 2.40 0.90 0.61 4.00 3.70 19.30 1.50 1.77 0.15 0.30 .05 0.90 0.15 mts espesor de losa 0.10 mts 4.00 3.70 19.30 0.15 0.30 .05 2.67 2.40 0.90 0.61 1.50 1.77 0.82 0.89 0.96 0.15 5 5 5 5 5 5 5 5 5 Detalle-1 Detalle-1 0.15 0.30 .05 Vs #3 @ 30 lecho inferior longitudinalmente Vs #3 @ 22 cm lecho inferior transversalmente #3 @ 15 #3 @ 15 Detalle-2 Vs#3 @ 15 cm horizontales lecho exterior Vs#3 @ 15 cm vertiales lecho exterior 4 Vs #3 en castillo #3 @ 15 #3 @ 15 #3 @ 15 refuerzo central en claros de castillos 4 vars. Detalle-2 detalle refuerzo en esquinas con escuadras 0.90 x 0.90 var #3 @ 15 cm. 0.90 de castillos sobre el muro A var #3 @ 15 cm. A MURO CONCRETO 15 CM. ESP. B C D 0.15 mts espesor de losa 0.10 mts #3 @ 30 cm #3 @ 30 cm 5 5 5 D C Vs #3 @ 30 cm ambos lechos MURO CONCRETO 15 CM. ESP. Vs #3 @ 30 cm ambos lechos A B Armado losa Cimentacion Vs #3 @ 30 cm. en sentido longitudinal Vs #3 @ 30 cm. en sentido transversal losa inferior sentido longitudinal trabe de 15 x 30 cm armada co 4 vs #3 ahogada en losa #3 @ 15 #3 @ 15 #3 @ 15 losa superior de 12 cm de esp. armada con vs #3 @15 castillo de concreto armado ahogado en muros \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; ALZADO MURO sentido longitudinal sentido transversal #3 @ 30 cm sentido longitudinal #3 @ 30 cm sentido transversal PLANTA \A1;bastones del #3 @ 15 cm lecho superior a \S1#4; del claro \A1;bastones del #3 @ 15 cm lecho superior a \S1#4; del claro \A1;bastones del #3 @ 30 cm lecho superior a \S1#4; del claro \A1;bastones del #3 @ 30 cm lecho superior a \S1#4; del claro \A1;bastones del #3 @ 30 cm lecho superior a \S1#4; del claro \A1;est. de \S1#4;" @ 20 cm T-1 T-1 Vs#3 @ 30 cm longitudinales lecho inferior 0.30 .05 Detalle-3 \A1;est. de \S1#4;" @ 20 cm 0.15 Vs#3 @ 22 cm transversales lecho inferior 4 Vs #3 en castillo Detalle-3 T-1 T-1 T-1 T-1 T-1 T-1 Trabe T-1 de 15 x 30 cm armada con 4 Vs#3 ahogada en losa \A1;est. de \S1#4;" @ 20 cm bastonesVs#3 @ 15 cm lecho superior CIMENTACION LOSA TAPA 5 5 5 5 ALZADO ROMPEOLAS 5 5 T-1 T-1 T-1 T-1 T-1 T-1 T-1 5 5 5 Detalle-4 Detalle-4 Vs#3 @ 30 cm horizontales y verticales escuadra con Vs #3 @ 30 cm 0.15 NOTAS: * ACERO DE REFUERZO fy = 4200 Kg/cm2. * TAMAÑO MAXIMO DEL AGREGADO GRUESO 3/4". * RESISTENCIA DEL CONCRETO f`c = 200 Kg/cm2. * EL RECUBRIMIENTO LIBRE MINIMO SERA DE 5.0 cm. * LA LONGITUD DE TRASLAPE SERA DE 40 DIAMETROS. DE REFUERZO EN UNA MISMA SECCION * EN NINGUN CASO SE PODRA TRASLAPAR MAS DEL 50% DEL ACERO. * CORTE DE BASTONES A 1/4 DEL CLARO DONDE SE INDIQUE LO CONTRARIO * TODAS LAS DIMENSIONES ESTAN DADAS EN METROS, EXCEPTO * LAS COTAS RIGEN AL DIBUJO, NO TOMAR MEDIDAS A ESCALA. * DESPLANTE DE CIMENTACION SOBRE ESTRATO RESISTENTE * SE DEBERA DE ELIMINAR LA CAPA VEGETAL, RELLENAR HASTA LLEGAR AL NIVEL DE PROYECTO CON MATERIAL MEJORADO EN CAPAS DE 20 CMS * TODO ELEMENTO DE CONCRETO ESTRUCTURAL SE DEBERA DE CURAR. CUMPLIR CON LO ESPECIFICADO EN LA N.T.C. DE * TODOS LOS MATERIALES Y PROCEDIMIENTOS DEBERAN DE CONCRETO EXCEPTO LOSA TAPA DONDE SERA DE 2.00 cm. detalle refuerzo en claro T-1 T-1 T-1 T-1 T-1 T-1 T-1

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, cap, capacity, cistern, concrete, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, ii, l'approvisionnement en eau, la sant, le gaz, located, machine room, maquinas, maschinenrauminstallations, provision, terrain, type, wasser bestimmung, water, zone