Cistern Tank 12 M3 3D DWG Detail for AutoCAD

Cistern Tank 12 M3 3D DWG Detail for AutoCAD

DETAILS TANK

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

revised :, date :, foundation, cad :, scale :, eirl, project :, department, province, dist., owner :, chincha, ica, high chincha, location, structures, two-family dwelling, flat :, lamina: , j. m. v. v., liliana leonor apolaya de la cruz, ø of column, or beam, detail of bending of stirrups, in columns and beams, upper mesh, flooring, section aa, ø of slab, tarrajear with, waterproofing, note: technical specifications according to the national regulation, of constructions., technical specifications, resistance of the ground: to verify in work, affirmed, roof of tank, cistern wall, gutter, existent, control box of, reinforced concrete valve, gate valve with, column, cistern , tacama, cosnt. of cistern, garavito pariona d. raul, electro dunes, architecture, isometric-isometric, isometric, elevation cut

Raw text data extracted from CAD file:

I & A TELEFONO :056267903- CEL.:0569663474 JR.GRAU N°324 - CHINCHA ALTA - CHINCHA - ICA REVISADO: FECHA: AGOSTO-2011 CIMENTACION CAD: 1/50 ESCALA: E.I.R.L. INGENIEROS & ASOCIADOS PROYECTO: DPTO. PROV. DIST. PROPIETARIA: CHINCHA ICA CHINCHA ALTA UBICACION ESTRUCTURAS E.01 VIVIENDA BIFAMILIAR PLANO: LAMINA: J. M. V. V. JR. JUNIN Nº 565 LILIANA LEONOR APOLAYA DE LA CRUZ \A1;a \A1;45°0'0" \A1;45°0'0" Ø DE COLUMNA O VIGA \A1;ESPECIF. \A1;ESPECIF. DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS Ø 1/4" 3/8" r (cm) 1.3 2.0 a (cm) 6.5 10 1/2" 2.5 13 \A1;r \A1;r \A1;0.30 \A1;2.80 \A1;0.30 \A1;0.20 \A1;2.00 \A1;0.20 \A1;3.00 \A1;2.00 \A1;0.20 \A1;0.25 \A1;0.40 \A1;2.60 \A1;0.40 \A1;3.00 \A1;2.40 \A1;3.40 \A1;0.20 \A1;0.20 \A1;2.65 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.15 2Ø3/8" 2Ø3/8" MALLA SUPERIOR Ø3/8"@0.20 NF-1.65 -212.9216092783881 -212.9216092783881 \A1;8.60 \A1;.25 \A1;3.40 \A1;1.12 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;300 \A1;282 \A1;282 \A1;282 \A1;300 \A1;300 \A1;200 \A1;500 \A1;600 \A1;100 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;282 \A1;1503 \A1;1524 \A1;282 \A1;300 \A1;300 \A1;1620 \A1;300 \A1;300 \A1;1598 \A1;300 \A1;300 \A1;1620 \A1;300 \A1;300 \A1;1598 \A1;300 \A1;300 \A1;282 \A1;300 \A1;200 \A1;300 \A1;300 \A1;300 \A1;282 \A1;300 \A1;300 \A1;550 \A1;100 \A1;1200 \A1;1000 \A1;300 \A1;300 \A1;2064 \A1;2051 \A1;300 \A1;300 \A1;300 \A1;282 \A1;300 \A1;200 \A1;1200 \A1;282 \A1;300 \A1;282 \A1;300 \A1;300 \A1;500 \A1;600 \A1;100 \A1;300 \A1;2064 \A1;300 \A1;300 \A1;2051 \A1;300 \A1;2089 \A1;2068 \A1;200 \A1;300 \A1;600 \A1;1000 \A1;1600 238 238 1484 106 106 106 106 106 200 200 200 200 200 200 200 200 200 200 \A1;2198 \A1;2220 \A1;350 \A1;50 \A1;850 \A1;1400 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 SOLADO TQ-conico C = 24.65 Ton F\fMicrosoft Sans Serif|b0|i1|c0|p34; = 2.53 m H\H0.68182x;cuerpo\H1.4667x; = 4.20 m H\H0.68182x;cono\H1.4667x; = 3.36 m V = 26.74 m3 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 6d1/2" 3/8"d 3/8"d 3/8"d 6d1/2" 6d1/2" 3/8"d 6d1/2" TQ-conico 6Ton C = 6 Ton F\fMicrosoft Sans Serif|b0|i1|c0|p34; = 1.58 m H\H0.68182x;cuerpo\H1.4667x; = 2.45 m H\H0.68182x;cono\H1.4667x; = 2.15 m V = 6.20 m3 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 SOLADO -29745.77345129306 -29745.77345129306 6d1/2" 3/8"d 3/8"d 3/8"d 6d1/2" 6d1/2" 3/8"d 6d1/2" -29745.77345129306 -29745.77345129306 TQ ACEITE #01 C = 30 Ton F\fMicrosoft Sans Serif|b0|i1|c0|p34; = 3.36 m H\H0.68182x;cuerpo\H1.4667x; = 4.5 m H\H0.68182x;cono\H1.4667x; = 0.45 m V = 41.17 m3 -29745.77345129306 -29745.77345129306 V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) -29745.77345129306 -29745.77345129307 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 SOLADO -29745.77345129306 -29745.77345129306 6d1/2" 3/8"d 3/8"d 3/8"d 6d1/2" 6d1/2" 3/8"d 6d1/2" -29745.77345129306 V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) V.C (.28x.30) -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 -29745.77345129306 \A1;8.35 \A1;.25 \A1;1.75 \A1;2.00 \A1;1.09 \A1;1.63 \A1;0.84 \A1;1.77 \A1;8.87 \A1;0.54 \A1;0.20 \A1;0.20 \A1;0.15 2Ø3/8" 2Ø3/8" SECCION A-A \A1;0.10 \A1;0.15 \A1;0.20 1Ø3/8" 2Ø3/8" Ø DE LOSA C-1 RTO@0.20 d 3/8" 1@0.05, 4@0.10 0.20 x 0.40 6Ø1/2" Ø1/2"@0.25 Ø3/8"@0.25 2Ø1/2" 2Ø3/8" \A1;0.10 \A1;0.10 TARRAJEAR CON IMPERMEABILIZANTE (SIKA 1 O SIMILAR) Ø1/2"@0.15 \A1;0.10 \A1;0.10 TARRAJEAR CON IMPERMEABILIZANTE (SIKA 1 O SIMILAR) Ø3/8"@0.25 NOTA: ESPECIFICACIONES TECNICAS SEGUN EL REGLAMENTO NACIONAL DE CONSTRUCCIONES. DISEÑO SEGUN E-030 (NPE) ACERO: USAR VARILLAS CORRUGADAS F'Y= 4200 Kg/cm2, GRADO 60 ESPECIFICACIONES TECNICAS RESISTENCIA DEL TERRENO: Verificar en Obra PROPORCION 1:12 (SOLADO DE ZAPATAS) CONCRETO: F'C= 210 Kg/cm2 RECUBRIMIENTOS: MURO DE CONCRETO ARMADO: 4.00 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MALLA SUPERIOR Ø3/8"@0.20 NF-1.65 SOLADO E=4" AFIRMADO TECHO DE CISTERNA LOSA H=0.20m, S/C = 200 kg/m2 MURO DE CISTERNA 5 5 5 5 5 5 5 5 MALLA SUPERIOR Ø3/8"@0.20 NF-1.65 5 .25 5 5 S=6.01% 5 .25 5 5 S=14.12% 5 5 S=6.01% 5 5 5 5 5 5 0.40 0.20 CANALETA EXISTENTE Caja de Control de f`c= 210 Kg/cm2 Valvula Concreto Armado 0.60x0.60 H=173 Valvula de Compuerta con Mando de Control mecanico Ø2" Esc:1/20 Esc:1/20 COLUMNA REVISADO: FECHA: MARZO-2013 CISTERNA CAD: ESCALA: PROYECTO: DPTO. PROV. DIST. PROPIETARIA: ICA ICA TACAMA UBICACION ESTRUCTURAS E.01 COSNT. DE CISTERNA PLANO: LAMINA: GARAVITO PARIONA D. RAUL ELECTRO DUNAS REVISADO: FECHA: MARZO-2013 CISTERNA CAD: ESCALA: PROYECTO: DPTO. PROV. DIST. PROPIETARIA: ICA ICA TACAMA UBICACION ARQUITECTURA A.01 COSNT. DE CISTERNA PLANO: LAMINA: GARAVITO PARIONA D. RAUL ELECTRO DUNAS ARQUITECTURA-ISOMETRICA Esc:1/50 REVISADO: FECHA: MARZO-2013 CISTERNA CAD: ESCALA: PROYECTO: DPTO. PROV. DIST. PROPIETARIA: ICA ICA TACAMA UBICACION ESTRUCTURAS E.02 COSNT. DE CISTERNA PLANO: LAMINA: GARAVITO PARIONA D. RAUL ELECTRO DUNAS ISOMETRICA CISTERNA CORTE DE ELEVACION

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, cistern, DETAIL, details, DWG, gas, híbrido, hybrid, hybrides, l'eau, reservoir, tank, tanque, wasser, water