Cistern DWG Detail for AutoCAD

Cistern DWG Detail for AutoCAD

Detail cistern 10m3 capacity

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

Reinforced slab cap foundation slab, Alternating with the continuous rods., The silletas will receive the transverse secondary effort., Of d.f. constructions. Of the a.c.i., These specifications are complemented with those of the regulation, Rod not, Detail of marine staircase, Waterproofing notes, Apply similar in tank interior, This material is toxic requires adequate ventilation, To alternate operator every few minutes do not fire, Elastic afterwards to apply a layer of the same, Material in exterior of walls slab only in case of, High freatico level, Lay on the insole a layer of waterproofing, Countershaft if lead is specified as required, The frame must be completely level with, During casting., in the place, If there is a pre-mix plant in the place, it will be advisable to, Concrete will be used with the strength of the compression of a, The maximum size of the coarse aggregate will be cm, Specified coatings must be checked before, Reinforcing steel with a strength, Dgn giving particular importance to, Length of overlapping squares except where, Whose diameter will be that of the rod., All rod folds will be made around a bolt, Project engineering, Any modification shall be approved by the sub-management of, Appropriate allocation based on existing aggregators, If it does not exist consult a laboratory indicating the, Free coverings on slabs, Cation cm., The reinforcing steel shall comply with the dgn standards, Minimum force of corrugated to bent., Another measure., The mixture for flattening of the wall walls will be, Measurements in meters., Use this plan exclusively for the construction of, Of the architectural plan consult the, The bending of the rod will preferably be made on the bench for, Obtain the indicated lower top coatings., Subgerecia of project engineering., In the same cross-section of slab must not overlap, More than a third of the reinforcement., No more than two contiguous overlaps in, In case it does not match the dimensions, Jaladera detail, Angular, Anchor in, Pin hinge, Non-slip sheet, detail, Slab cover, See armed, N.t.n., See det, Tank cap, Waterproofing, template, chamfer, N.t.n., chamfer, See armed, Foundation slab, chamfer, Cement sand, Integral mortar, Polished finish with waterproofing, sand, Cemented, Red wall of cm wall, See armed, Slab cover, Marine staircase, cut, Anchor in, Non-slip sheet, Angles, Anchor in, Non-slip sheet, hinge, detail, See det, See det, Tank cap, Dry carcamo lid, do not., chamfer, do not., do not., Foundation slab, chamfer, Slab cover, do not., do not., do not., castle, N.t.n, N.t.n, do not., Dry caramel, Sandbox type, Ventilation with mesh, Dry carcamo lid, chamfer, damp, Carcamo, See armed foundation slab, Marine staircase, See armed slab lid, chamfer, Provide for steps piping installations, Ventilation with mesh type sandbox, Humble carcamo, Dry caramel, Ventilation with mesh type sandbox, Marine ladder rod, Registration in tank, Tank plant, Integral slope of the, Cistern registration detail, Structure details cistern cap. Walls.

Raw text data extracted from CAD file:

.20 .10 .04 .72 .85 .03 .16 .03 .03 .02 .14 .44 .14 .72 3.00 3.00 0.14 0.14 0.21 .34 .78 .22 1.50 0.75 0.21 0.21 0.60 0.30 0.70 0.23 0.23 2.01 0.38 0.12 0.18 0.18 0.75 0.23 .15 .40 .15 0.75 0.21 0.21 0.83 0.15 0.22 0.23 0.30 4.50 0.65 0.90 0.21 0.14 0.23 0.21 0.65 1.11 0.21 0.21 5.40 1.50 0.54 0.22 .20 0.89 0.28 1.58 1.62 2.41 0.22 0.22 0.90 0.27 .15 .12 .50 .14 .5 .60 .14 0.08 0.20 0.60 0.60 0.40 0.28 0.12 0.40 0.40 0.14 0.30 0.30 0.14 0.12 0.20 0.14 0.62 0.14 0.15 0.14 0.14 0.40 ARMADO DE LOSA TAPA Y LOSA DE CIMENTACION BIENDO ALTERNARSE CON LAS VARILLAS CONTINUAS. * LAS SILLETAS RECIBIRAN EL ESFUERZO SECUNDARIO O TRASVERSAL. DE CONSTRUCCIONES DE D.F. DE 1987 Y CON LAS DEL A.C.I. 318-83. * ESTAS ESPECIFICACIONES SE COMPLEMENTAN CON LAS DEL REGLAMENTO VARILLA No 6 DETALLE DE ESCALERA MARINA 0.3873469202889783 0.3873469202889783 0.3873469202889783 0.3873469202889783 0.3873469202889783 0.3873469202889783 C I M B R A : NOTAS DE IMPERMEABILIZACION * APLICAR "COMASOL" O SIMILAR EN INTERIOR DE CISTERNA (PISO Y MUROS) ESTE MATERIAL ES TOXICO E INFLAMABLE, REQUIERE VENTILACION ADECUADA ALTERNAR OPERARIO CADA 30 MINUTOS Y NO HACER FUEGO ELASTICO , DESPUES DESPLANTAR MURO APLICAR UNA CAPA DE DEL MISMO MATERIAL EN EXTERIOR DE MUROS Y LOSA TAPA, SOLO EN CASO DE NIVEL FREATICO ALTO. * TENDER SOBRE LA PLANTILLA UNA CAPA DE IMPERMEABILIZANTE PLASTICO, E S P E C I F I C A C I O N E S : CONTRAFLECHA SI SE ESPECIFICA A PLOMO SEGUN SE REQUIERA * LA CIMBRA DEBERA ESTAR COMPLETAMENTE LIMPIA NIVELADA O CON C O N C R E T O : DURANTE EL COLADO. A C E R O : EN EL LUGAR * SI EN EL LUGAR EXISTE PLANTA PREMEZCLADORA SERA RECOMENDABLE SU * SE USARA CONCRETO CON LA RESISTENCIA A LA COMPRESIONDE UN F´C= 250 kg/cm2. * EL TAMANO MAXIMO DEL AGREGADO GRUESO SERA DE 2 cm (3/4) . * LOS RECUBRIMIENTOS ESPECIFICADOS DEBERAN SER VERIFICADOS ANTES Y * SE USARA ACERO DE REFUERZO CON UNA RESISTENCIA Fy=4200 kg/cm2 1974 O DGN 8294 1972 DANDO PARTICULAR IMPORTANCIA AL ES- * LONGITUD DE TRASLAPAES 40 d, ESCUADRAS A 12 d SALVO DONDE SE IN- CUYO DIAMETRO SERA DE 6 VECES EL DE LA VARILLA. * TODOS LOS DOBLECES DE VARILLA SE HARAN ALREDEDOR DE UN PERNO INGENIERIA DE PROYECTOS * TODA MODIFICACION DEBERA SER APROBADA POR LA SUBGERENCIA DE PORCIONAMIENTO ADECUADO EN FUNCION DE LOS AGREGADOR EXISTENTES USO, SI NO EXISTE CONSULTAR A UN LABORATORIO QUE INDIQUE EL PRO- * RECUBRIMIENTOS LIBRES EN LOSAS 1.5 cm, TRABES 2 cm, LOSA DE CIMEN- TACION 2 cm. * EL ACERO DE REFURZO DEBERA CUMPLIR CON LAS NORMAS DGN 86 FUERZO MINIMO DE FLUENCIA AL CORRUGADO Y AL DOBLADO. DIQUE OTRA MEDIDA. N O T A : * LA MEZCLA PARA JUNTEO Y APLANADO DE LOS MUROS DE TABIQUE SERA 1:4 * ACOTACIONES EN METROS. * UTILIZAR ESTE PLANO EXCLUSIVAMENTE PARA CONSTRUCCION DE ESTRUC- RALES DEL PLANO ARQUITECTONICO CORRESPONDIENTE, CONSULTAR A LA * EL DOBLADO DE VARILLA SE HARA DE PREFERENCIA EN EL BANCO PARA OBTENER LOS RECUBRIMIENTOS SUPERIOR E INFERIOR INDICADOS. SUBGERECIA DE INGENIERIA DE PROYECTOS. * EN UNA MISMA SECCION TRANSVERSAL DE LOSA NO DEBERA TRASLAPAR MAS DE LA TERCERA PARTE DEL REFUERZO. * NO SE DEJARAN MAS DE DOS TRASLAPES CONTIGUOS EN LOSAS, DE- TURA, EN CASO DE QUE NO CONCUERDE CON LAS DIMENSIONES GENE- DETALLE DE JALADERA ANGULAR DE 2" x 2" (38X3 mm) 17 11/2"X1/8" ANCLA No 2 A 40 BISAGRA TIPO PERNO 17 2" x 1/8" (50x3 mm) T 1" x 1/8" (25x 3mm) LAMINA No 14 ANTIDERRAPANTE 0.5761885474191493 0.5761885474191493 0.5761885474191493 0.5761885474191493 0.5761885474191493 DETALLE "3" DE LOSA TAPA VER ARMADO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CD E No 2 a 25 6 No 3 N.T.N. N.T.N. CD VER DET "3" CD TAPA REGISTRO DE CISTERNA IMPERMEABILIZANTE PLANTILLA CHAFLAN N.T.N. N.T.N. CHAFLAN CD-1 VER ARMADO LOSA CIMENTACION CHAFLAN CD-1 CEMENTO ARENA 1:4 INTEGRAL Y MORTERO ACABADO PULIDO CON IMPERMEABILIZANTE ARENA 1:4 JUNTEADO CON MORTERO, CEMENTO MURO DE TABIQUE ROJO DE 14 cm VER ARMADO LOSA TAPA ESCALERA MARINA CORTE B-B 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ANCLA No 2 a 40 T-1"X1/8 " (50X3 mm) LAMINA No 14 ANTIDERRAPANTE 3 ANGULOS ANCLA No 2 a 40 T-1"X1/8 " (50X3 mm) 17 50X 3 mm(2"X1/8") 172"x1/8" (50x3 mm) LAMINA No 14 ANTIDERRAPANTE BISAGRA DETALLE "2" DETALLE "1" 17 11/2" X1/8"(38X3mm) 172"x1/8" (50x3 mm) VER DET "2" VER DET "1" 172"x1/8" (50x3 mm) 17 11/2"X1/8"(38X3mm) VER DET "1" VER DET "2" VER DET "I" TAPA REGISTRO DE CISTERNA TAPA CARCAMO SECO 2.640449155012861 2.640449155012861 2.640449155012861 2.850682560894969 2.640449155012861 2.850682560894969 2.850682560894969 2.850682560894969 2.640449155012861 C D -1 No. 3 a 20 CHAFLAN C D No. 3 a 40 No. 3 a 40 No. 3 a 20 No. 3 a 40 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 -0.160107633967165 No. 3 a 20 LOSA CIMENTACION CHAFLAN C D -1 C D LOSA TAPA No. 3 a 40 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 -0.0400268938683421 4 No. 4 E No. 2 a 20 2 nO. 3 E No.2 a 20 4 No.3 E No. 2 a 20 2 nO. 3 4 No. 4 E No.2 a 15 4 No.3 K CASTILLO C D C D-2 C D-1 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 -0.858789994152005 2 No.3 CD-2 CD N.T.N E No.2 a25 6 No.3 N.T.N No. 3 a 30 No.3 a 30 CARCAMO SECO TIPO ARENERO VENTILACION CON MALLA TAPA CARCAMO SECO CHAFLAN No.3 a 30 HUMEDO CARCAMO VER ARMADO LOSA CIMENTACION ESCALERA MARINA VER ARMADO LOSA TAPA CD-1 CHAFLAN C O R T E A - A' K K K K K K K K -0.8587899941520334 PREVER PASOS E INSTALACIONES DE TUBERIA VENTILACION CON MALLA TIPO ARENERO CARCAMO HUMEDO CARCAMO SECO VENTILACION CON MALLA TIPO ARENERO ESCALERA MARINA VARILLA No.6 REGISTRO EN CISTERNA PLANTA DE CISTERNA PENDIENTE INTEGRAL DEL 1% -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 -0.8587899941520334 DETALLE REGISTRO DE CISTERNA ESTRUCTURA Y DETALLES CISTERNA CAP. 10 m3 MUROS DE TABIQUE.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	abwasserkanal, autocad, banhos, capacity, casa de banho, cistern, DETAIL, DWG, fosse septique, mictório, plumbing, sanitär, Sanitary, sewer, toilet, toilette, toilettes, urinal, urinoir, wasser klosett, WC