Water Reservoir 60 Mts3 DWG Block for AutoCAD

Water storage tank cubic 60mts

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

Wall, Dome, beam, Ac. sickle., Ac. sickle., Foundation, Reser., Ac. Horiz., Foundation, Wall, Dome, beam, typical, Upper face, typical, hooks, Ring face upper rings, In reservoir, beam, Double mesh, Rings of, Water stop, Rough, Emptying the bottom slab, Esc., Shoe, Mortar syka nº, Layer ironed with pure cement syka #, Mortar syka nº, In mesh, Vertical without splices, In rings, Cm. In rings, Radial without plugs, Cement mix: sand, Use bricks kong king made machine, To empty the solar beams directly over, The walls supporting the columns between jagged walls, Waterproofing, Splices, Bottom slab, Wall, Roof slab, Masonry, Of valves, Technical specifications, In the center of the light., To the stirrup, Cm., covering:, Reservoir slab wall, ground, steel, concrete, In valve stand., In reservoir, Cm., Dome, Roof tile in house of valves, Other items valves house, Sole, Rough surface to treat it before continuing the emptying, With similar masasfalt putty, Water stop, Esc., Detail board construction, Section detail board on the slab, Esc., Water stop, rough surface, Esc., Board of construction in walls, Detail dome ring reinforcement, Esc., section, Esc., Esc., Plant: detail of reinforcement in access, House roof slab, Pvc, Overflow, departure, layette, Overflow trough, elbow, elbow, tee, elbow, elbow, House cleaner, elbow, arrival, cut, Esc., Outer tubular armature, Esc., Esc., Interior truss interior, From floor level, From floor level, For stair anchorage, Support column, Of reservoir, Esc., Joint between, Painted with liquid asphalt, House, Seal with masasfalt de profund, Painted with asphalt, Seal with masasfalt de profund, Detail of the slab joint, Esc., Esc., Lightened, Esc., detail, Escalator, Simple concrete mix, Finish rubbed in the balls every m., House sidewalk, Riser cover valve housing, Esc., Gvzdo. Welded tube of gvzdo., Sea ladder, detail, section, Esc., detail, Esc., Cgdo. from, Installed before emptying the concrete, Esc., section, Installed before emptying concrete, Gvzdo., Installed before emptying concrete, black, detail, Esc., Plant access reservoir cover, Esc., section, Installed before emptying concrete, section, Platinum, Rings, padlock, section, C.a.c., Of graps, typical, Striated, section, Esc., Cgdo., Rings of, Striated, Esc., anchorage, Window detail, C.a.c., Rubbing, Light colored, Bruja cm, Rubbing, Light colored, Esc., cut, typical, cut, Esc., Sole, Esc., Distribution column, Of stirrups, Estr., departure, De f’c: de, Board of, coverage, Pvc, asphalt, Radial top sheath, Circular steel, Water stop, Rings, Perimetric beam, Water stop, In reparticion horz., Water stop, Esc, Steel detail, See slab detail, Sole, Circular steel, Water stop, Cane top layer, Bottom layer, Radial lower layer, Mortar syka nº, Layer ironed with pure cement syka #, Tarrajeo impermeabilizado, Estri., beam, Perimetric beam, In reparticion horz., arrival, departure, Clean, departure, Overflow, entry, departure, Isometric scheme of, entrance exit, entry, departure, Overflow, Clean overflow, departure, departure, Overflow system, Isometric scheme of, arrival, ventilation, Esc., Nipple, Moscatel mesh, elbow, Overflow trough detail, plant, Esc., Esc., cut, Pvc iso basket, Flange breaks water, Pvc iso basket, nomenclature, V.c. gate valve, Phew. Flexible union iso standard, B.r. Flange breaks water, Cant, description, Gate valve flange buckle flange bugue uf iso, tee, Tee uf mm iso, Elbow uf mm iso, Union flange bugue uf mm, Union flange bugue uf mm, Reduction mm mm uf iso, Flange breaks water, Elbow uf mm iso, Gate valve s, Union flange bugue mm, Tee uf mm iso, elbow, Flange breaks water, Flange breaks water, Elbow uf mm iso, Gate valve flange buckle flange bugue uf iso

Raw text data extracted from CAD file:

1/4 MURO 1/4 CUPULA 1/4 VIGA .95 1.50 1.05 .20 \A1;0.10 \A1;.40 .03 .03 .20 .08 .30 .30 .90 Ac. Hoz. 4 Ø 3/8″ p/capa 1.27 .15 1.00 .20 1.15 .10 5.60 1.15 5.20 .95 Ac. Hoz. 4 Ø 3/8″ p/capa .20 .95 .25 .25 .11 1.00 2.00 .25 .10 .20 .60 .10 .50 .10 .15 \A1;.60 \A1;R=.15 .20 0.50 \A1;.18 \A1;.10 \A1;.15 \A1;.40 \A1;D = 0.60 \A1;.10 \A1;.10 \A1;.15 \A1;.10 0.25 .30 \A1;.10 \A1;1.00 \A1;.45 \A1;.25 \A1;.15 \A1;.45 \A1;.10 \A1;.25 .20 .10 .05 .15 0.60 .25 0.25 0.25 .20 .30 0.15 1.05 0.50 0.60 0.60 0.50 \A1;0.05 \A1;0.90 .05 .30 .40 3.60 1/4 CIMENTACION R=2.60 .20 0.64 0.83 1.31 2.85 0.05 .20 .17 .30 .15 7.50 .35 .60 .25 .25 .25 h reser. .20 .20 .50 .10 .17 0.60 0.10 0.10 .20 .05 .35 2.10 2.85 1.27 .70 .40 .40 .60 .35 .20 2.15 3.25 2.15 2.15 3.25 .60 5.20 5.80 .05 1.75 .10 .50 .35 .60 Ac. Horiz. 6 Ø 3/8″ p/capa .50 .60 .10 .10 .10 .25 .30 .50 .20 .20 .05 .70 .30 .40 .15 1.00 0.50 0.25 3.00 0.25 .30 0.40 .20 .20 .20 .20 .20 0.50 0.30 0.30 0.70 .05 .60 .05 .05 .05 .05 .35 .40 .05 .35 .05 1/4 CIMENTACION 1/4 MURO 1/4 CUPULA 1/4 VIGA R=2.60 5 5 5 5 Tipico 1Ø3/8″ @.20 Tipico 1Ø3/8″ @.20 Tipico 1Ø3/8″ @.20 Cara Superior TIPICO 3/8″ @ 0.20 L=1.52 + Ganchos Anillo Cara Superior 7 anillos Ø 1/4″ @.20 5 1Ø3/8″ @.20 6 Ø 1/2( ANILLOS) 35 Ø 3/8″ @ .17 en 1/4 de reservorio 5 Viga 5 Ø1/2″ @ 0.20 DOBLE MALLA 0.3499999999999659 0.5999999999999659 0.9499999999999318 5 5 5 1 Ø 1/2″ @ .17 7 Anillos (inf.) de 1 Ø 1/2″ @ .17 0.1490297892803554 Water Stop 6″ \A1;Superficie rugosa VACIADO DE LA LOSA DE FONDO ESC. 1/200 Y ZAPATA 1º Capa, mortero 1;2 y SYKA nº 1 (.01cm) 3º Capa planchada con cemento puro y SYKA nº 2º Capa, mortero 1;1 y SYKA nº 1 (.08cm) : Ø1/2″: 60cm en malla : Ø1/2″: vertical sin empalmes : Ø3/8″: 40cm en anillos : Ø1/4″: 40 cm. en Anillos : Ø3/8″: Radial sin emplames mezcla 1:5 cemento:arena usar ladrillos king kong hecho a máquina vaciar las vigas solares directamente sobre los muros portantes y las columnas entre muros dentados 1(.02cm) m = 35 Kg/cm2 Impermeabilización EMPALMES Losa de fondo Muro Losa de Techo Albañilería en caseta de válvulas ESPECIFICACIONES TECNICAS : En centro de la Luz. : Vigas=4cm. al estribo, columnas=3.5cm al estribo t = 0.87 Kg/cm2 : 4 cm. f’y= 4,200 Kg/cm2 RECUBRIMIENTO: Muro y Losa de Reservorio Terreno Acero Concreto f’c=175 Kg/cm2 en Caseta de válvulas. f’c=210 Kg/cm2 en Reservorio : 2 cm. Cúpula Losa de techo en casa de válvulas Otros elementos casa de válvulas 7.5 a’ a 2 a a’ 1 1 a a’ a’ a a’ a 1 d1/2″ @ 0.20 SOLADO e = 4″ 1 d1/2″ @ 0.20 5 5 \A1;Dejar superficie rugosa y tratarla antes de proseguir el vaciado \A1;Sello con masilla Masasfalt o similar WATER STOP 6″ ESC. 1/25 DETALLE JUNTA DE CONSTRUCCION SECCION a-a’: DETALLE JUNTA EN LA LOSA ESC. 1/25 JUNTA CON WATER STOP 6″ 0.1999999999999886 0.1999999999999886 \A1;Dejar superficie rugosa 5 0.0499999999999972 ESC. 1/12.5 JUNTA DE CONSTRUCCION EN MUROS DETALLE REFUERZO DE CIMENTACION, MURO, ANILLO Y CUPULA ESC. 1/25 SECCION 1-1′ ESC. 1/25 0.6000070524151937 0.099919240847882 0.0999317705544485 \A1;2Ø1/4″(Anillos) \A1;2Ø1/4″(Anillos) Ø3/8″@ .15 \A1;2Ø1/4(Anillos) 1′ 1 ESC. 1/20 PLANTA: DETALLE DEL REFUERZO EN ACCESO 0.10 4Ø1/2″ Ø3″ LOSA DE TECHO DE CASETA 0.4006061487994685 PVC 4″ – S = 1.5 % REBOSE Y LIMPIA SALIDA Ø3″ CANASTILLA Ø 3″ \A1;VENTILACION ARTESA DE REBOSE CODO 3″x90° Ø3″ CODO 4″x90° B.R.Ø4″ Ø4″ U.B.Ø3″ V.C.Ø3″ V.C.Ø3″ V.C.Ø6″ TEE 6″x4″ CODO 3″x90° U.B.Ø3″ U.B.Ø3″ U.B.Ø6″ U.B.Ø6″ CODO 2″x90° CODO 3″x90° LIMPIA DE CASETA CODO 2″x90° LLEGADA Ø3″ CORTE A – A ESC. 1/50 2.848020408163265 0.0493931767363165 ARMADURA VERTICAL EXTERIOR DE CUBA ESC. 1/25 Ø 1/2″ @ 0.25 1.500000000000028 ESC. 1/25 ARMADURA VERTICAL INTERIOR DE CUBA \A1;dobla 0.25 1.05414930138943 16 Ø3/8( ANILLOS) 1 d1/2″ @ 0.20 1 d1/2″ @ 0.10 1 d1/2″ @ 0.25 h=1.27 m desde nivel losa h=2.54 m desde nivel losa 1 d1/2″ @ 0.20 h=1.27 m desde nivel losa 0.25 0.25 0.25 5 0.1999999999999886 \A1;dobla 0.25 0.1999999999999602 0.1999999999999318 0.1999999999999318 0.1999999999999318 1.048196108995256 0.1999999999999602 0.1999999999999318 0.1999999999999318 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.20 Ø 1/2″ @ 0.10 V S (15 x 30) C-1 Ø3/8″@.25 Ø3/8″@.20 Ø3/8″@.20 C-1 C-1 C-1 0.4964985443814101 0.4964985443814101 Ø3/8″@.20 Ø3/8″@.25 Ø3/8″@.25 0.5954344139895937 0.5954344139895937 V S (15 x 30) V S (25 x 20) V 1 0.2987803463991554 C-2 5 para anclaje de escalera Columna de soporte 0.4006061487994685 \A1;Muro de reservorio ESC. 1/20 JUNTA ENTRE MUROS-PLANTA \A1;tecnopor 3/4″ pintado con asfalto líquido RC-60 \A1;muro de caseta sello con masasfalt de 2cm de profundidad 0.1999999999999886 5 \A1;tecnopor de 3/4″ pintado con asfalto l\U+064Aquido RC-60 5 sello con masasfalt de 2cm de profundidad DETALLE DE LA JUNTA DE LOSA ESC. 1/20 4 Ø 1/2″ C-2 C-1 6 Ø 3/8″ 0.1500000000000057 0.6000000000000227 0.25 0.25 4 Ø 1/2″ 0.25 0.1999999999999957 VS (.25x.20) VS (.15x.30) 4 Ø 1/2″ 0.3000000000000114 0.1499999999999915 Ø3/8″ , 1@.05, 5@.10, R@.25 ESC. 1/25 V 1 (.25 x .30) 0.25 3.0 0.25 0.2999999999999829 2 Ø1/2″ 2 Ø1/2″ 1 1 VS (.25x.30) 4 Ø 1/2″ 0.25 0.2999999999999901 ALIGERADO ESC. 1/50 ESC. 1/10 DETALLE 1 ESCALERA DE GRAMPAS CONCRETO SIMPLE MEZCLA 1 : 8 \A1;PASTA 1:3 CEMENTO/ARENA, ACABADO FROTACHADO Y BRU\U+0631ADO EN LOSETONES CADA 1.00 m. VEREDA DE CASETA 0.1 0.9999999999999887 TAPA DE SUBIDA CASETA DE VALVULAS \A1;”J”1″x1″x1/8″ \A1;R.2.1/2″x1/2″x1/4″ 5 \A1;SOLDADURA 0.25 \A1;PL 1/4″x3″x3″ ESC. 1/10 \A1;\U+06373/8″@.15 \A1;SOLDADURA 0.1471801634805047 \A1;F° GVZDO. \U+06373/4″ SOLDADO A TUBO DE F° GVZDO. \U+06371.1/2 ESCALERA MARINERA DETALLE 2 SECCION 4-4 ESC. 1/10 5 0.4490966585223873 0.0999999999999886 DETALLE 4 ESC. 1/10 \A1; F° CGDO. DE \U+0637 3/4″ \A1;TUBO F°GVZDO \U+0637 1.1/2″ 0.25 \A1;R.3/16″x4″x4″ instalada antes de vaciar el concreto ESC. 1/10 SECCION 5-5 \A1;ANCLAJE F°CGDO. \U+06373/8″x2″ 5 \A1;ANCLAJE F°CGDO. 3/8″x2″ \A1;CANDADO INSTALADAS ANTES DE VACIAR EL CONCRETO \A1;T F° GVZDO. \U+0637 1/2″ 0.5987131225053076 4 \A1;R. 3/16″x4″x4″ INSTALADAS ANTES DE VACIAR EL CONCRETO \A1;TUBO F° NEGRO \A1;SOLDADURA R=.15 4 0.1975000000000023 5 1 5 DETALLE 5 ESC. 1/10 PLANTA TAPA ACCESO A RESERVORIO ESC. 1/10 SECCION 5-5 \A1;PL 1/4″x3″x3″ INSTALADAS ANTES DE VACIAR EL CONCRETO \A1;SOLDADURA SECCION 1-1 PLATINA DE 1″ x 1/4″ \A1; 2 ANILLOS \U+06371/4″ \A1;\U+06373/8″ 0.15 \A1;PORTA CANDADO 5 0.1 0.15 0.3999506249764864 SECCION 3-3 5 \A1;BISAGRA \A1;F°CGDO. a.0.25 c.a.c. \A1;ESCALERA DE GRAMPAS 5 TIPICO 0.1 0.1013722999590755 \A1;BISAGRA \A1;PLACA ESTRIADA DE 3/16″ESP. 0.15 \A1;F°G°\U+06373/4″ @.25 0.10234472716852 \A1;11″x1″x1/8″ \A1;ANCLAJE SECCION 2-2 ESC. 1/5 \A1;R. 1/4″x1″ \A1;ANCLAJE \U+06371/4″x2″ \A1;F° CGDO. \U+06371/2″a.10c.a.c. \A1;2 ANILLOS DE \U+06371/4″ \A1;1″x1″x3/8″ \A1;PLANCHA ESTRIADA DE 3/16″ESP. ESC. 1/5 \A1;ANCLAJE \U+06373/8″ \A1;SOLDADURA 0.15 2 \A1;PLATINA 1/4″x1″ \A1; ANCLAJE F°CODO \U+06373/8″x2″ DETALLE DE VENTANA 1 2 \A1;F°CGDO. \U+06371/2″@.10 c.a.c. 1.004204547500109 0.5000000000000071 TARRAJEO FROTACHADO PINTADO DE COLOR CLARO BRUÑA 1 CM TARRAJEO FROTACHADO PINTADO DE COLOR CLARO 5 5 5 0.0500000000000114 0.7000000000000028 0.2950000000000159 0.3999999999999773 5 ESC. 1/25 CORTE 1-1 Ø3/8″@.25 C-1 C-1 C-2 Z-1 Z-1 Z-1 Z-1 2 2 1 1 C-1 C-1 2 2 0.0999999999999943 típico 0.2000000000000455 0.6043078631130214 5 0.5 5 CORTE 2-2 ESC. 1/25 0.5 0.5999999999999659 SOLADO e = 4″ 0.0999999999999659 0.0988754546832809 ESC. 1/25 COLUMNA DISTRIBUCION DE ESTRIBOS 2-2 0.1000000000000227 4 Ø 1/2″ 3@0.15, R@.25 Estr. 1@0.05, 4@.10 C-1 0.25 0.25 4 Ø 1/2″ 2 2 0.2499999999999716 0.3000000000000114 0.4950000000000188 0.1049999999999898 1.000000000000028 NVT=186.15 NT=186.00 1.999999999999986 Ø3/8″@.20 2.149999999999977 3.25 2.149999999999977 5 3.25 1 2 A B 1 2 B A SALIDA Ø2″ 5Anillos (sup.) de 1 Ø 1/2″ @ .17 0.6000000000000085 Ø3/8″ , 1@.05, 3@.10, R@.25 Ø3/8″ , 1@.05, 3@.10, R@.25 Ø3/8″ , 1@.05, 3@.10, R@.25 1 Ø 3/8″ @.20 \A1;Solado de f’c: 140 Kg/cm2 de 4″ Junta de 1″ Cobertura S= 2.3% PVC 4″ – S = 1.5 % asfalto RC-250 5.200000000000045 5.799999999999955 5 5.600000000000023 1 d3/8″ @ 0.20 BASTON CAPA SUPERIOR RADIAL ACERO CIRCULAR 1 d3/8″ @ 0.20 1.14668789341988 5 1.750000000000014 0.9500000000000028 5 1Ø1/2″ @.17 0.0999999999999801 0.5000000000000142 0.1999999999999886 0.9500000000000028 1 d1/2″ @ 0.10 1 d1/2″ @ 0.20 JUNTA CON WATER STOP 6″ 0.3499999999999659 0.5999999999999659 5 1 d1/2″ @ 0.25 1 d1/4″ @ 0.20 anillos ANILLOS VIGA PERIMETRICA 0.30 x 0.35 6d 1/2″ d 3/8″ @ 0.17 5 0.3499999999999659 JUNTA CON WATER STOP 4″ 0.9000000000000199 1 d1/2″ @ 0.20 en reparticion Horz. 2 d3/8″ 5 2.09999999999998 2.850000000000023 1.27000000000001 1.27000000000001 JUNTA CON WATER STOP 4″ ESC 1/50 DETALLE DE ACERO A – A Ver detalle de losa .15 1 d1/2″ @ 0.20 SOLADO e = 4″ 1 d1/2″ @ 0.20 0.7000000000000028 0.4000000000000057 0.3999999999999773 Ø3/8″@.25 1.000000000000028 0.1999999999999886 1 d1/2″ @ 0.05 1 d1/2″ @ 0.10 0.5999999999999659 0.3499999999999659 ACERO CIRCULAR 1 d3/8″ @ 0.20 1.14668789341988 JUNTA CON WATER STOP 4″ 1 d3/8″ @ 0.20 BASTON CAPA SUPERIOR CAPA INFERIOR 1 d3/8″ @ 0.20 CAPA INFERIOR RADIAL 1 d3/8″ @ 0.20 1º Capa, mortero 1;2 y SYKA nº 1 (.01cm) 2º Capa, mortero 1;1 y SYKA nº 1 (.08cm) 3º Capa planchada con cemento puro y SYKA nº 1(.02cm) TARRAJEO IMPERMEABILIZADO 0.0999999999999943 5 r @.25 Estri. 1@0.05, 3@.10, 3@.15 VIGA 4 Ø 1/2″ Ø3/8″@.20 Ø3/8″@.20 Ø3/8″@.20 d 3/8″ @ 0.17 6d 1/2″ VIGA PERIMETRICA 0.30 x 0.35 0.2999999999999972 1 d1/2″ @ 0.25 en reparticion Horz. 2 d3/8″ 1 d1/2″ @ 0.20 0.6999999999999744 0.0451756692092857 0.5 LLEGADA Ø3″ SALIDA Ø 3″ SALIDA Ø 3″ A A 2 2 7 7 7 7 6 6 1 11 10 9 12 15 15 14 1 6 6 16 8 4 1 16 LIMPIA Ø 6″ SALIDA Ø 3″ 17 18 15 11 5 20 19 14 REBOSE Ø4″ ENTRADA 1 16 7 6 2 5 5 SALIDA Ø 3″ 15 3 6 6 1 16 ESQUEMA ISOMETRICO DE ENTRADA Y SALIDA ENTRADA = Ø3″ SALIDA = Ø3″ REBOSE Y LIMPIA = Ø6″ LIMPIA Y REBOSE 10 16 9 13 13 12 SALIDA Ø 3″ 2 7 SALIDA Ø 3″ 4 2 SISTEMA DE REBOSE ESQUEMA ISOMETRICO DE LLEGADA Ø3″ 8 5 5 6 7 6 7 7 6 18 0.05 VENTILACION Ø4″ ESC. S/E 0.90 NIPLE 4″x90cm MALLA MOSCATEL CODO 4″x90° 0.6000683958883712 5 0.0500000000000398 5 0.0500000000000398 0.0499999999999972 0.3500000000000369 DETALLE ARTESA DE REBOSE PLANTA ESC. 1/50 0.2999999999999829 1 1 B.R.Ø4″ 0.4000000000000341 0.0503891109268579 0.3499999999999943 0.3999999999999773 0.0500000000000114 Ø4″ B.R.Ø4″ ESC. 1/50 CORTE 1-1 1 1 1 11 12 10 Canastilla 3″x2″ PVC ISO Brida rompe agua Ø 2 1/2″ Canastilla 4″x2 1/2″ PVC ISO NOMENCLATURA V.C. = Válvula Compuerta U.F. = Unión Flexible norma ISO B.R. = Brida rompe agua CANT. 2 2 1 1 4 Nº 1 2 3 4 5 DESCRIPCION Válvula compuerta Ø2 1/2″ llave 63 bridado a brida bugue UF ISO Válvula compuerta Ø 2″ llave 50 bridado a brida bugue UF ISO Tee 6″x4″ Tee 2″x 2″ UF 50 mm ISO Codo 2 1/2″x90° UF 75 mm ISO Union Brida Bugue UF 63 mm (Ø 2 1/2″) 6 8 7 4 Union Brida Bugue UF 50 mm (Ø 2″) 8 Reduccion de 2 1/2″ a 2″ 63 mm – 50 mm UF – ISO 1 9 Brida rompe agua Ø 2″ 1 2 13 Codo 2″x90° UF 50 mm ISO 1 14 Válvula compuerta Ø6″ llave 150 bridado a brida bugue 2 15 Union Brida Bugue 150 mm (Ø 6″) 3 16 1 17 Tee 2 1/2″x 2 1/2″ UF 63 mm ISO Codo 6″x90° 18 2 Brida rompe agua Ø 6″ 19 1 Brida rompe agua Ø 4″ 1 20 Codo 4″x90° UF 100 mm ISO 1 1 Válvula compuerta Ø3 llave 75 bridado a brida bugue UF ISO 5 A-1 A-1 A-1 A-1 A-1