Tank Tank – Emulsion DWG Block for AutoCAD

storage Tank armed CSS EMULSION 1H

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

fringe, fringe, fringe, Sol., water level, manhole cover, Sol., water level, Tank plant, cut, cut, Cistern detail, scale:, basement, basement, basement, basement, tights, tank, chap., Tank cap, tank, chap., tank, chap., chap. Vol. Ch, chap. Vol., chap. Vol. total, Pump booth, Nfe, Level of excavation fund, Cistern, legend, Structural wall columns, Tank cap, Double mesh, tank, chap., chap. Vol. Ch, chap. Vol., chap. Vol. total, Pump booth, Tank tank plant, In tank, Note: see location of tank in plan of sanitary facilities, Sol., water level, Sol., manhole cover, parking lot, Longitudinal cut, manhole cover, Foundation plate, cross-section, parking lot, water level, access, Lower face reinforcement, Upper face reinforcement, Sol., Lower face reinforcement, Upper face reinforcement, Sol., Lower face reinforcement, Upper face reinforcement, Sol., Lower face reinforcement, Upper face reinforcement, Sol., brick, temperature, brick, temperature, brick, temperature, brick, temperature, brick, temperature, fringe, tank, chap., chap. Vol. Ch, chap. Vol., chap. Vol. total, Pump booth, Tank tank plant, Foundation plate, In tank, tights, fringe, tights, tights, tights, tights, tights, tights, Inf., Inf., Sup, Inf., Inf., Sup, Inf., Inf., Sup, Sup, Inf., tights, tights, Inf., Sup, Sup, Sup, Foundation seat car elevator bottom, Longitudinal cut, general specifications, Beams, Columns, Beams, tank, Solid slabs lightened, Cm., armed:, Cement: sand, Basement semi basement sweet floors, Indicated, Of design floors:, Structural, Earthquakes, Columns, Cm., Columns, Xx dual system, Industrial clay, Ceiling, stairs, Lightened flat beams, Cm., elevated tank, Cm., Cm., Slab foundation beams, Portland type ms on the level, Walls in, Yy dual system, Seismic force, Sec., Mezzanine maximum height:, Maximum displacement of the last level, relative, Absolute cm., Relative cm., Absolute cm., For irregular structures the values ​​should be taken, As the reduction factor, Foundation beams, higher:, lower.:, Cm., Structural, Cm., Portland type rest the terrain, Thickness of joints cm, Use similar type cement, Brick concrete blocks, Grout f’c slamp:, Resistance days:, In basement semi-basement, Industrial clay, Length of development in, Lightened beams, Cantaloupes, Annoying, Typical anchorage of beams, minimum, beam, column, Minimum bend radius, machine room, plant of, Where indicated in, Lower face reinforcement, Upper face reinforcement, Lower reinforcement, plant of, reinforcement, covering, covering, Typical detail of foundation plate, Double mesh

Raw text data extracted from CAD file:

3.90 0.20 2.46 0.20 3.15 3.55 0.20 2.86 2.86 0.30 0.20 3.15 0.20 3.55 0.20 2.46 0.20 2.86 0.20 3.15 0.20 3.55 0.25 4.80 5.35 4.80 4.80 5.35 5.25 0.10 0.10 2.30 2.30 2.30 2.30 0.20 2.46 0.20 0.30 0.30 0.30 0.10 5.00 0.20 0.25 0.10 0.30 4.50 5.35 0.20 0.25 0.10 0.20 0.25 0.10 0.30 5.00 3.30 5.55 0.20 5.87 0.75 2.50 0.37 2.48 4.32 0.20 0.20 4.07 0.95 4.38 9.80 12.75 0.20 1.30 0.40 2.00 0.60 9.40 0.30 9.40 0.20 0.60 0.20 2.75 0.20 0.20 0.30 1.00 1.50 0.60 2.35 0.20 0.30 0.40 0.10 1.90 0.60 5.06 0.60 0.25 0.20 1.00 1.50 0.40 0.10 2.00 0.60 0.20 0.60 0.40 0.50 0.30 3.10 0.30 3.550 0.95 1.15 3.10 3.00 1.30 0.25 0.350 0.250 0.300 1.300 0.550 0.200 1.500 1.400 0.575 0.396 0.250 0.200 0.175 1.101 0.500 0.850 1.70 5.55 0.20 5.87 0.75 2.50 0.75 2.48 4.32 0.20 0.20 4.07 0.95 4.38 9.80 12.75 0.30 0.30 0.30 0.30 0.30 0.30 39° FRANJA 01 FRANJA 02 FRANJA 03 FRANJA F FRANJA G FRANJA F FRANJA G 0.20 5.15 0.20 5.55 0.20 5.87 0.75 2.50 0.75 2.48 0.20 0.20 3.92 0.20 4.32 0.20 2.95 0.20 2.50 0.95 4.38 0.20 9.80 12.75 FRANJA 04 FRANJA 05 FRANJA C FRANJA D FRANJA E 0.60 0.60 1.00 1.00 1.00 1.00 0.50 0.50 1.00 1.00 1.00 0.50 0.50 0.50 0.50 0.07 0.05 0.40 0.50 0.20 5.15 0.20 0.20 0.20 3.92 0.20 2.95 0.20 9.40 5.15 1.00 0.47 0.40 0.10 0.40 0.10 1.00 1.00 0.20 5.15 0.20 0.20 0.20 3.92 0.20 2.95 0.20 9.40 5.15 0.30 0.30 1.75 0.30 1.27 FRANJA B 1.00 1.00 1.50 1.50 1.50 1.50 1.00 1.50 1.80 0.60 1.20 0.50 0.10 0.50 3.90 5.00 3.30 5 0.20 SOLADO E=0.10 m. NIVEL DE AGUA Tapa de registro de 0.60 x 0.60m. d1/2″@0.17 m d1/2″@0.20 m 2 d 3/8″ @ 0.20 m. 2 d 3/8″ @ 0.20 m. 0.20 SOLADO E=0.10 m. NIVEL DE AGUA d1/2″@0.17 m 2 d 3/8″ @ 0.20 m. 2 d 3/8″ @ 0.20 m. 1 d 1/2″ @ 0.20 m. PLANTA DE CISTERNA ESCALA:1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A – A ESCALA:1/25 CORTE B – B ESCALA:1/25 5 DETALLE DE CISTERNA ESCALA: 1/25 5 5 NFZ=-6.20 NFS=-6.30 1 d 1/2″ @ 0.20 m. NTP=+-0.00 NTP=-2.50 5 SOTANO 01 NTP=-5.00 SOTANO 02 5 NTP=+-0.00 NTP=-2.50 5 SOTANO 01 NTP=-5.00 SOTANO 02 5 d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS Cisterna 3.15 x 2.46 x 4.50 (+0.30) CAP. = 34.9m³ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2Ø5/8″ 2Ø5/8″ 1Ø1/2″@.20 2Ø5/8″ 2Ø5/8″ 5 5 5 5 TAPA DE CISTERNA ESCALA:1/25 A A B B Cisterna 3.15 x 2.46 x 4.50 (+0.30) CAP. = 34.9m³ 5 5 5 5 5 5 5 5 A A B B 5 5 Cisterna 5.15 x 6.00 x (1.60+0.30) CAP. = 49.44 m³ Cap. Vol. CH = 20.40 m3 Cap. Vol. Inc.= 28.00 m3 Cap. Vol. Total = 48.40 m3 Caseta de Bomba C-2 C-4 PL-3 PL-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NFE NIVEL DE FONDO DE EXCAVACION CISTERNA Y CASETA DE MAQUINA LEYENDA MURO ESTRUCTURAL Y COLUMNAS 5 5 5 C-3 C-4 C-2 TAPA DE CISTERNA 2Ø5/8″ 5 5 1Ø1/2″ 1Ø1/2″ 1Ø3/8″@.20 DOBLE MALLA 2Ø5/8″ 5 5 2Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 5 5 5 5 1Ø1/2″ 1Ø1/2″ Cisterna 5.15 x 6.00 x (1.60+0.30) CAP. = 49.44 m³ Cap. Vol. CH = 20.40 m3 Cap. Vol. Inc.= 28.00 m3 Cap. Vol. Total = 48.40 m3 Caseta de Bomba A A B B C-2 C-4 PL-3 PL-3 5 PLANTA DEL TANQUE CISTERNA ESCALA:1/50 S/C=250 KG/M2 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 C-3 C-4 C-2 V-E(.60X.20) V-E(.60X.20) EN CISTERNA NFP=-4.30 NOTA: Ver Ubicación de Cisterna en Plano de Instalaciones Sanitarias 0.18 0.50 5 5 <> 5 5 5 SOLADO E=0.10 m. NIVEL DE AGUA 5 5 5 5 5 SOLADO E=0.10 m. 5 Tapa de registro de 0.60 x 0.60m. 5 ESTACIONAMIENTO CORTE LONGITUDINAL A-A S/C=400 KG/CM2 ESCALA:1/25 5 NFP= -4.30 VC-01(0.60X1.90) VC-17(0.60X1.70) 5 5 5 5 1 d 1/2″ @ 0.30 m. Tapa de registro de 1.00 x 1.00m. 5 5 1 d 3/8″ @ 0.20 m. 5 5 5 5 5 5 5 5 PLATEA DE CIMENTACION H=0.50m. 5 5 5 CORTE TRANSVERSAL B-B S/C=400 KG/CM2 ESCALA:1/25 5 5 5 5 5 5 V-E(0.60X0.20) V-E(0.60X0.20) V-F(0.60X0.40) V-F(0.60X0.40) d5/8″@0.17 m 1 d 1/2″ @ 0.30 m. 1 d 1/2″ @ 0.30 m. 5 VC-01(0.50X1.90) d5/8″@0.20 m NFP= -5.80 d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m 1 d 3/8″ @ 0.20 m. 1 d 1/2″ @ 0.30 m. ESTACIONAMIENTO NFP= -4.30 1 d 1/2″ @ 0.30 m. d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m d5/8″@0.17 m 1 d 3/8″ @ 0.20 m. 1 d 3/8″ @ 0.20 m. VC-06(0.60X1.90) 5 4d5/8″ 5 4d1/2″ 5d1/2″ VE (0.60×0.20) ESCALA:1/25 1 d3/8″:1a.05,15@.10,rto.@.17 c/ext 5 2d1″ 5 3d5/8″ VF (0.60×0.40) ESCALA:1/25 1 d1/2″:1a.05,rto.@.15 c/ext 5 5 5 NFP= -5.80 VC-04(0.60X1.90) NIVEL DE AGUA ACCESO C-5 C-5 PL-14 P-8 P-8 PL-10 5 5 5 18 19 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 B C 5 5 5 5 F H N J K LL L Ñ G M D E I 5 VC-9 (0.40X1.00) VC-28(0.50X1.00) VC-28(0.50X1.00) VC-14 (0.40X1.00) VC-28(0.50X1.00) VC-01(0.35X0.80) VC-15(0.40X0.80) VC-15(0.40X0.80) VC-15(0.40X0.80) NFPC= -6.00m REFUERZO DE CARA INFERIOR REFUERZO DE CARA SUPERIOR SOLADO E=0.10 m. d5/8″@0.20 m d5/8″@0.20 m d5/8″@0.20 m REFUERZO DE CARA INFERIOR REFUERZO DE CARA SUPERIOR SOLADO E=0.10 m. d5/8″@0.20 m d5/8″@0.20 m d5/8″@0.20 m REFUERZO DE CARA INFERIOR REFUERZO DE CARA SUPERIOR SOLADO E=0.10 m. d5/8″@0.20 m d5/8″@0.20 m d5/8″@0.20 m 5 5 REFUERZO DE CARA INFERIOR REFUERZO DE CARA SUPERIOR SOLADO E=0.10 m. d5/8″@0.20 m d5/8″@0.20 m LADRILLO .30x.30x.15 TEMPERATURA (ø 1/4″ @ .25) LADRILLO .30x.30x.15 TEMPERATURA (ø 1/4″ @ .25) LADRILLO .30x.30x.12 TEMPERATURA (ø 1/4″ @ .25) LADRILLO .30x.30x.12 TEMPERATURA (ø 1/4″ @ .25) LADRILLO .30x.30x.12 TEMPERATURA (ø 1/4″ @ .25) NFP= -4.30m NFP= -4.30m 5 FRANJA 01 FRANJA 02 FRANJA 03 FRANJA F FRANJA G FRANJA F FRANJA G Cisterna 5.15 x 6.00 x (1.60+0.30) CAP. = 49.44 m³ Cap. Vol. CH = 20.40 m3 Cap. Vol. Inc.= 28.00 m3 Cap. Vol. Total = 48.40 m3 Caseta de Bomba C-2 C-4 PL-3 PL-3 PLANTA DEL TANQUE CISTERNA ESCALA:1/50 S/C=250 KG/M2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-4 C-2 PLATEA DE CIMENTACION DE CISTERNA(H=0.40) V-F(.60X.40) V-F(.60X.40) EN CISTERNA NFC=-5.80 VC-05(0.60X1.90) VC-21(0.50X1.90) VC-05(0.60X1.90) VC-05(0.60X1.90) VC-05(0.60X1.90) VC-31 (0.60X1.90) VC-08(0.60X1.90) VC-08(0.60X1.90) VC-29 (0.60X1.90) 5 5 VC-08(0.60X1.90) VC-08(0.60X1.90) d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS FRANJA 04 FRANJA 05 FRANJA B FRANJA C FRANJA D FRANJA E d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS d5/8″@ 0.17 m d5/8″@ 0.17 m 2 MALLAS 1d1″@ 0.20 m INF. 5 5 1d1″@ 0.20 m INF. 1d3/4″@ 0.20 m SUP. 5 5 1d1″@ 0.15 m INF. 5 5 1d1″@ 0.15 m INF. 1d3/4″@ 0.15 m SUP. 5 5 1d1″@ 0.15 m INF. 5 5 1d1″@ 0.15 m INF. 1d3/4″@ 0.15 m SUP. 5 5 1d1/2″@ 0.30 m SUP. 5 5 5 5 1d5/8″@ 0.20 m INF. A A B B A A B B 6d1″ d5/8″@ 0.20 m d5/8″@ 0.20 m 2 MALLAS d5/8″@ 0.20 m d5/8″@ 0.20 m 2 MALLAS 1d1/2″@ 0.40 m INF. 5 1d5/8″@ 0.40 m SUP. 5 5 5 5 5 1d5/8″@ 0.40 m SUP. 5 5 1d1/2″@ 0.20 m SUP. PLATEA DE CIMENTACION FONDO DE ELEVADOR DE AUTOS CORTE LONGITUDINAL A-A S/C=400 KG/CM2 ESCALA:1/25 A A 5 ESPECIFICACIONES GENERALES -ACERO -COLUMNAS Y VIGAS -ESCALERAS -RECUBRIMIENTOS: -CEMENTO COLUMNAS VIGAS CISTERNA LOSAS MACIZAS Y ALIGERADA 2.0 cm. fy=4200 kg/cm2 f’c=210 kg/cm2 f’c=210 kg/cm2(usar impermeabilizante) f’c=210 kg/cm2 -CONCRETO ARMADO: 2.ALBAÑILERIA CEMENTO:ARENA 1:4 SOTANO + SEMI SOTANO + DOCE PISOS -S/C = INDICADAS -NÚMERO DE PISOS DE DISEÑO: -SISTEMA ESTRUCTURAL PREDOMINANTE 4.SOBRECARGAS 5.CONSIDERACIONES SISMORRESISTENTES -MORTERO COLUMNETAS 3 cm. – COLUMNETAS XX : SISTEMA DUAL ARCILLA INDUSTRIAL 3.BLOQUES DE TECHO .30 x .30 x .15 ESCALERA f’c=210 kg/cm2 -LOSAS ALIGERADAS Y MACIZAS, VIGAS CHATAS 2.0 cm. -CISTERNA Y TANQUE ELEVADO 4.0 cm. f’c=175 kg/cm2 f’c=280 kg/cm2 4 cm. 1.CONCRETO LOSA Y VIGAS DE CIMENTACION f’c=210 kg/cm2 -TABIQUES PORTLAND TIPO MS – EN CIMENTACION(bajo el nivel natural) MUROS ESTRUCTURALES(IND. EN CUADROS) f’c=280 kg/cm2 YY : SISTEMA DUAL -PARÁMETROS DE FUERZA SÍSMICA Z=0.4 , U=1.0 , S=1.4 , Tp=0.9 seg. , Rx=7 (3/4)=5.25(*), Ry=7(3/4)=5.25(*) X Y MAXIMO RELATIVO DE ENTREPISO: – DESPLAZAMIENTO MAXIMO DEL ULTIMO NIVEL Y RELATIVO = 1.710cm. ABSOLUTO = 21.124 cm. RELATIVO = 1.206 cm. ABSOLUTO = 18.211 cm. YY : XX : (*) PARA ESTRUCTURAS IRREGULARES LOS VALORES DE R DEBERAN SER TOMADOS COMO 3/4 DEL FACTOR DE REDUCCION -LOSAS Y VIGAS DE CIMENTACION SUPERIOR: INFERIOR.: 5.0 cm. 7.0 cm. -MUROS ESTRUCTURALES 2.0 cm. PORTLAND TIPO I – EL RESTO (sobre el terreno natural) – ESPESOR DE JUNTAS : 1.0 cm (MINIMO) – USAR CEMENTO TIPO I O SIMILAR 1.5 cm (MAXIMO) 39cmx19cmx12cm Ladrillo bloques de concreto – GROUT f’c 140 Kg/cm2. SLAMP: 8 a 10″ – RESISTENCIA A LOS 28 DIAS: 50 Kg/cm2 EN SOTANO Y SEMISOTANO ARCILLA INDUSTRIAL .30 x .30 x .12 LONGITUD DE DESARROLLO EN VIGAS y LOSAS ALIGERADAS PERALTADAS \A1;.15 \A1;.05 \A1;e CHATAS \A1;.15 \A1;e d 1″ ANCLAJE TIPICO DE VIGAS .55 e 3/4″ .40 5/8″ .35 1/2″ .30 3/8″ .20 r MINIMO VIGA COLUMNA 56 cm 42 cm 35 cm 28 cm d a RADIO MINIMO DE DOBLEZ a 5 cm 6 cm 4 cm 5 cm 1/2″ 5/8″ 3/4″ 1″ 21 cm 3 cm 3/8″ a 5 NFP= -4.25m NFP= -5.45m 5 5 5 CUARTO DE MAQUINAS (Ver planta de cimentación) (solo donde se indique en planta) REFUERZO DE CARA INFERIOR REFUERZO DE CARA SUPERIOR d Refuerzo inferior (Ver planta de cimentación) d Refuerzo superior) Recubrimiento 0.07 Recubrimiento 0.05 0.40 DETALLE TIPICO DE PLATEA DE CIMENTACION ESCALA:1/10 1Ø3/8″@.20 DOBLE MALLA 5 5 5