Cistern (675 M3) DWG Detail for AutoCAD

Cistern (6.75 m3) – Details

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

scale, project, date, sheet, project name and address, firm name and address, do not., date, general notes, architects, house room ing. luis ramón cabrera gaitán., cimentacion plant., architects, registry, pend., registry, var. straight, cms. c.a.c., var. straight, cms. c.a.c., var. ballonetas, of cms. cutting, var., pend., level of, sidewalk, superfine flattened, mortar with imp. integral, settlements, chamfer, concrete, partition, wall of, pichancha, concrete, chamfer, mortar with imp. integral, superfine flattened, hydraulic, system, slab, background, cover, slab, the bottom slabs like the cover slab will be, castings monolithically with the dalas of, Closing closure respectively., The concrete to be used in general will be:, see details in the cases, enclosures cms., stirrups of cms., conc. f’c:, armed with var., plant.aljibe, armed.labels., section.longitudinal.ab., qro. mex, project.aljibe.

Raw text data extracted from CAD file:

Scale Project Date Sheet Revision/Issue Project Name and Address Firm Name and Address No. Date General Notes 1 A 1 1″ 3/4″ 5/8″ 1/4″ 3/8″ 1/2″ \A1;1.575 \A1;1.575 \A1;3.150 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;1.650 \A1;0.600 \A1;0.600 \A1;0.900 \A1;1.500 \A1;1.575 \A1;1.575 \A1;3.150 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;1.650 \A1;0.600 \A1;0.600 \A1;0.900 \A1;1.500 \A1;2.400 \A1;2.400 \A1;3.000 \A1;3.000 \A1;1.575 \A1;1.575 \A1;3.150 \A1;0.100 \A1;0.200 \A1;0.100 \A1;0.100 \A1;1.300 \A1;0.100 \A1;0.100 \A1;0.100 \A1;0.300 \A1;1.500 \A1;0.100 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.150 ARQUITECTOS casa habitación ing. luis ramón cabrera gaitán. planta.de.cimentación. E S C A L A 1 : 5 0 X X ARQUITECTOS 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 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 k-1 k-1 k-1 k-1 k-1 k-1 dd-1 dc-1 dc-1 dd-1 dc-1 dd-1 dd-1 dc-1 dc-1 dd-1 dc-1 dd-1 dc-1 dd-1 registro 0.60x.060 pend. 2% pend. 2% pend. 2% 0.60x.060 registro var. d3/8″ rectas @20 cms. c.a.c. var. d3/8″ rectas @20 cms. c.a.c. L/4 @20 cms. c.a.c. var. d3/8″ ballonetas de 40 cms. cortante 2 var. d3/8″ dc-1 dc-1 dc-1 dd-1 dd-1 pend. 2% nivel de banqueta aplanado extrafino de mortero con imp. integral asentamientos chaflán de concreto tabique muro de pichancha concreto chaflán de mortero con imp. integral aplanado extrafino de hidraúlico sistema losa de fondo cubierta losa de N O T A S. 1. Las losa de fondo como la de tapa serán coladas monolíticamente con las dalas de desplante y cerramiento respectivamente. 2. El concreto a utilizar en general será de: f’c=200 kgs/cm2. 3. Ver detalles en los casos k-1, dd-1 y dc-1: dalas de cerramiento 15 x 20 cms. estribos de 1/4″ @ 20 cms. conc. f’c: 200 kgs/cm2. armado con 4 var. 3/8″ planta.de.aljibe. E S C A L A 1 : 5 0 armado.de.losas. sección.longitudinal.AB. B A E S C A L A 1 : 5 0 E S C A L A 1 : 5 0 QUERETARO, QRO. MEX. proyecto.de.aljibe.