Reservoir Ferro DWG Detail for AutoCAD

Reservoir Ferro DWG Detail for AutoCAD

Plane structures of a reservoir of 10 m3 ferrocement – Details – specifications – sizing – cuts constructive

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

Qmd, Qmh, Vol, You design, Rosemary, San juan de michinal the flower of huarango, Farmhouses, The laurel, The span fresh water, The new hope, Poronguito, High romerillo, San martin del chinchipe, The lime the serene, The chontas, Qmd, Qmh, Vol, You design, Rosemary, San juan de michinal the flower of huarango, Farmhouses, The laurel, The span fresh water, The new hope, Poronguito, High romerillo, San martin del chinchipe, The lime the serene, The chontas, sign, Cant, Long, Aerators, Nipple, elbow, Nipple, elbow, Short stretch, Nipple, Pvc female adapter, Valve of br. Threaded, Nipple, Universal union, Short stretch, Pvc female adapter, entry, Short stretch, Universal union, Nipple, Valve of br. Threaded, Short stretch, Description, Overflow, adduction, Universal union, Nipple, Valve of br. Threaded, tee, Nipple, elbow, Short stretch, Pvc female adapter, Adduction basket, Accessories, Esc:, Dome, Dome template typical in, Formwork board, Mouth of visit, Guide shape cut, Armor of the dome, elevation, Esc:, Perimeter iron, Black wire, Parallel iron, Mm., Stairway detail, General form of formwork, Esc:, Cupula, alternative, Half dubbed machimbrada, Cane table brava, Perimeter alfajias, Cm table, Triplex plywood, Alternative no, Esc:, Location of drains, unscaled, Tubing f.s. Mm, Esc:, Drains detail, gravel, Heavy gravel, Base stone, Sections of cement tube, Cm cm with open joints cm, Mouth of visit, departure, drain, Stone re-planting, Brick, structure, Floor wall, detail of, Hexagonal mesh, stairs, N.t, Waterproofing plaster, Armed detail, Floor wall, Esc:, Hexagonal mesh, Hexagonal floor mesh, Aerators, Nipple, elbow, Nipple, detail of, Dome wall, detail of, plant, Esc:, Mouth of visit, Aerator, stairs, Meshes: electro-welded haxagonal carries at least cm overlap, Curing must be permanent for at least days, Plastered with mortar plus waterproofing in exterior interior, Valve of br. Threaded, Overflow, Accessories, Pvc female adapter, Valve of br. Threaded, Universal union, Pvc female adapter, Valve of br. Threaded, Pvc female adapter, Detail of the joint, Welded type, mesh, Dome wall, Esc:, mesh, Welded steel, Gasket, tar, Hexagonal mesh, Hexagonal mesh, Black wire, entry, adduction, sign, Cant, Long, Diameter sieve well washed sieve, Standard astm fineness module, Minimum soil: make improvement, Welded steel welds tensile strength., Dosage of the mortar to the weight cement sand relation, Of chloruru in its if in plastering waterproofing, Is restricted in contact with excess, Portaland type, Clean, Exagonales tension mpa., Specifications of, Must be filled around the tank, Water cement, Black steel mm, Recommended, materials, Slab background, Resistance days compression:, Specifications, Concrete cycling large stone, Champeado of mortar in thickness, Cylinders cm:, Cubes side:, Techniques, Short stretch, Nipple, elbow, Short stretch, Nipple, Short stretch, Universal union, Nipple, Overflow cone, Adduction basket, Short stretch, Universal union, Nipple, tee, Nipple, elbow, Short stretch, Description, Parallel iron mm, Clean, Valves, entry, Bay.pass, adduction, Overflow, Aerator, Valves, camera of, Esc:, cut, Overflow, Cone of, plaster, common, entry, Overflow, Hexagonal mesh layers, Earthenware armor, Alfagias, Cupula, General form of formwork, Triplex table sector, Esc:, Armor of the dome, Esc:, elevation, Iron section to fold, Recess on the wall, Cm., background, Esc:, Layer of hexagonal mesh, Perimeter iron, Long, Bottom slab, Radial steel in, Long, With black wire, Radial steel roof, Southern iron, sink, Plant cuts details, Reservoir, flat:

Raw text data extracted from CAD file:

35.00° Po (hab) Pf (hab) Qp (lt/seg) Qmd (lt/seg) Qmh (lt/seg) Vol (m3) Vdiseño (m3) 300 408 0.33 0.43 0.86 9.28 10 600 816 0.66 0.86 1.72 18.56 20 150 204 0.17 0.21 0.43 4.64 5 420 571 0.46 0.60 1.20 12.99 15 180 245 0.20 0.26 0.52 5.57 7 300 408 0.33 0.43 0.86 9.28 10 360 490 0.40 0.52 1.03 11.14 15 300 408 0.33 0.43 0.86 9.28 10 1080 1469 1.19 1.55 3.09 33.42 35 600 816 0.66 0.86 1.72 18.56 20 Romerillo Bajo San Juan de Michinal - La Flor de Huarango Caserios El Laurel El Palmo - Agua Dulce La Nueva Esperanza Poronguito Romerillo Alto San Martin del Chinchipe La Lima - El Sereno Las Chontas Po (hab) Pf (hab) Qp (lt/seg) Qmd (lt/seg) Qmh (lt/seg) Vol (m3) Vdiseño (m3) 300 408 0.33 0.43 0.86 9.28 10 600 816 0.66 0.86 1.72 18.56 20 150 204 0.17 0.21 0.43 4.64 5 420 571 0.46 0.60 1.20 12.99 15 180 245 0.20 0.26 0.52 5.57 7 300 408 0.33 0.43 0.86 9.28 10 360 490 0.40 0.52 1.03 11.14 15 300 408 0.33 0.43 0.86 9.28 10 1080 1469 1.19 1.55 3.09 33.42 35 600 816 0.66 0.86 1.72 18.56 20 Romerillo Bajo San Juan de Michinal - La Flor de Huarango Caserios El Laurel El Palmo - Agua Dulce La Nueva Esperanza Poronguito Romerillo Alto San Martin del Chinchipe La Lima - El Sereno Las Chontas Signo ø (mm) Cant. Long. A1 1.5 1 0.75 A2 1.5 2 A3 1.5 3 0.10 A4 1.5 1 A5 1.5 1 A6 1.5 2 0.15 A7 1.5 2 A8 1.5 1 1.45 A9 1.5 1 2.25 A10 1.5 1 0.60 A11 1.5 1 B1 1.5 1 B2 1.5 1 0.75 B3 1.5 2 B4 1.5 2 0.10 B5 1.5 1 B6 1.5 1 1.00 B7 1.5 1 C1 1.5 1 C2 1.5 1 C3 1.5 2 0.10 C4 1.5 2 C5 1.5 2 0.25 C6 1.5 3 C7 1.5 1 2.05 C8 1.5 1 0.20 D1 1.5 2 0.20 D2 1.5 4 D3 1.5 2 0.10 AEREADORES Niple F°G° Codo 90° F°G° Niple F°G° Niple F°G° Codo 90° F°G° Tramo corto F°G° Niple F°G° Adaptador hembra F°G° - PVC Valvula compuerta de Br. Roscada Niple F°G° Union Universal F°G° Tramo corto F°G° Adaptador hembra F°G° - PVC INGRESO Tramo corto F°G° Union Universal F°G° Niple F°G° Valvula compuerta de Br. Roscada Tramo corto F°G° Descripcción DESAGUE Y REBOSE ADUCCION Union Universal F°G° Niple F°G° Valvula compuerta de Br. Roscada Tee F°G° Niple F°G° Codo F°G° Tramo corto F°G° Tramo corto F°G° Tramo corto F°G° Adaptador hembra F°G° - PVC Canastilla de Aducción LlSTA DE ACCESORIOS .30 .30 .30 1.00 2.00 .30 .30 .25 2.20 .30 3.11 2.41 .05 .05 .05 .05 2.78 5.00° 35.00° 35.00° 0.60 .50 1.10 .15 .10 .10 1.00 .30 .30 .30 .60 .10 .05 .10 .50 .20 .15 .10 .10 .15 .30 .175 .30 .10 .10 .20 .10 .20 0,10 .10 .30 1.20 1.20 .15 1.00 .15 .15 .15 .50 .50 1.30 .15 2.20 .10 .38 .50 .05 R.53 R1.33 .40 2.78 2.78 .15 .25 R2.10 ESC: 1/25 CUPULA PLANTILLA PARA DOMO TIPICO EN 5 R=2.41 TABLA DE ENCOFRADO BOCA DE VISITA CORTE DE FORMA GUIA ARMADURA DE LA CUPULA ELEVACION ESC: 1/25 HIERRO PERIMETRAL d 3/8" ALAMBRE NEGRO #8 HIERRO PARALELO 5 f= 0.38m FIERROS MERIDIONALES d 3 mm. 5 DETALLE DE ESCALERA 5 FORMA GENERAL DEL ENCOFRADO ESC: 1/20 DE CUPULA ALTERNATIVA N º 02 media duelta machimbrada Tabla picada, caña brava 1.00 2.00 ALFAJIAS PERIMETRALES TABLA DE 2 x 25 cm Triplex o madera contrachapada ALTERNATIVA Nº 01 5 ESC: 1/05 UBICACION DE DRENES SIN ESCALA L= 1.00 m L= 1.00 m L= 1.00 m L= 1.00 m TUBERIA F.S. 100 mm S=1% L= 10.00 m. ESC: 1/05 DETALLE DE DRENES GRAVILLA GRAVA GRUESA EMPEDRADO BASE 5 5 TRAMOS DE TUBO DE CEMENTO D= 10 cm L= 50 cm con juntas abiertas 1 cm 5 5 BOCA DE VISITA SALIDA DESAGUE 5 5 5 5 5 5 REPLANTILLA DE PIEDRA 5 5 5 DE LADRILLO ESTRUCTURA 5 5 5 5 PISO PARED DETALLE DE 5 5 5 MALLA EXAGONAL ESCALERA 5 5 5 .175 5 5 N.T d 1/4" ENLUCIDO IMPERMEABILIZADO DETALLE DE ARMADO PISO - PARED ESC: 1/2 5 5 DE 5/8" MALLA HEXAGONAL 5 5 MALLA HEXAGONAL DE PISO DE 5/8" 0,10 D1 D2 D3 AEREADORES 1.5 2 1.5 4 1.5 2 0.20 0.10 Niple F°G° Codo 90° F°G° Niple F°G° DETALLE DE PARED - CUPULA DETALLE DE 5 PLANTA ESC: 1/25 5 Ø .60m BOCA DE VISITA 5 AEREADOR Ø 3/4" F°G° ESCALERA 3.11 2.41 5 5 5. LAS MALLAS: HAXAGONAL Y ELECTROSOLDADA LLEVA TRASLAPE DE 20 CM COMO MINIMO 6. EL CURADO DEBE SER PERMANENTE POR LO MENOS DURANTE 14 DIAS (INCLUYE MORTEROS) 4. ENLUCIDO CON MORTERO 1:2 MAS IMPERMEABILIZANTE EN INTERIOR Y EXTERIOR Valvula compuerta de Br. Roscada 2" DESAGUE Y REBOSE LlSTA DE ACCESORIOS Adaptador hembra F°G° - PVC Valvula compuerta de Br. Roscada Union Universal F°G° Adaptador hembra F°G° - PVC Valvula compuerta de Br. Roscada Adaptador hembra F°G° - PVC DETALLE DE LA JUNTA ELECTROSOLDADA TIPO 3:10 MALLA DE PARED - CUPULA 5 ESC: 1/2 MALLA ELECTROSOLDADA JUNTA DE BREA O ALQUITRAN d3/8" MALLA HEXAGONAL DE 5/8" 5 Ø 3/8" MALLA HEXAGONAL ALAMBRE NEGRO N° 8 DE 5/8" 0.60 A10 50 1 B7 C1 C2 C3 C4 C5 C6 C7 C8 A12 B1 B2 B3 B4 B5 B6 A11 1 1.5 1 1.5 1 1.5 2 1.5 2 1.5 2 1.5 5 1.5 1 1.5 1 0.10 0.25 2.05 0.20 INGRESO 50 1 1.5" 1 1 2 2 1 1 50 1 0.75 0.10 1.00 ADUCCION Signo A1 A2 A3 A4 A5 A6 A7 A8 A9 50 1 50 2 50 3 50 1 50 1 50 1 50 2 50 1 50 1 0.75 0.10 0.25 1.35 2.05 ø (mm) Cant. Long. DIAMETRO d = 4.75 mm TAMIZ N° 4 BIEN LAVADA Y TAMIZADA 1.ARENA NORMA ASTM C-33-86 MODULO DE FINURA 2.4 a 2.6 9.RESISTENCIA MINIMA SUELO: kg/cm2 REALIZAR MEJORAMIENTO 6.MALLA ELECTROSOLDADA RESSITENTE A LA FLUENCIA fy= 500 MPA. 8. DOSIFICACION DEL MORTERO AL PESO 1 : 2 : 0.48 CEMENTO - ARENA - RELACION DE CLORURU EN SU COMPOSICION, SI EN ENLUCIDOS IMPERMEABILIZANTES 4.ADITIVOS SE RESTRINGUE EN CONTACTO CON ARAMADURAS CON EXCESOS 2.CEMENTO PORTALAND TIPO I 3.AGUA LIMPIA 5.MALLAS EXAGONALES TENSION 2.10 a 2.50 MPA. ESPECIFICACIONES DE 10.NO SE DEBE RELLENAR ALREDEDOR DEL TANQUE AGUA CEMENTO f'c>= 400 kg/cm2 7.ALAMBRE NEGRO ACERADO 3 mm # 10 RECOMENDADA LA DE 5/8" 0 3/4" MATERIALES 2. LOSA DE FONDO DE F'C= 210 kg/cm² 7. RESISTENCIA A LA COMPRESION A 28 DIAS: ESPECIFICACIONES 1.CIMENTACION DE CONCRETO CICLOPEO 1:10 + 30% PIEDRA GRANDE (d6") 3. CHAMPEADO DE MORTERO 1:2 EN ESPESOR 2 cm., A/C= 0.48 - CILINDROS d 5 CM, H= 10 CM: 410 kg/cm² - CUBOS 5.08 CM LADO: 500 kg/cm² TECNICAS Tramo corto F°G° Niple F°G° Codo 90° F°G° Tramo corto F°G° Niple F°G° Niple F°G° Tramo corto F°G° Tramo corto F°G° Union Universal F°G° 1.5" Niple F°G° Cono de Rebose Canastilla de Aducción Tramo corto F°G° Union Universal F°G° Niple F°G° Tee F°G° Niple F°G° Codo F°G° Tramo corto F°G° Tramo corto F°G° Descripcción 5 5 5 5 35° R= 2.41 m. FIERRO PARALELO d 3 mm 30° 25° 20° 15° 10° 5° 15° 10° 5° 5 15° 10° 35° 30° 25° 20° 35° 30° 25° 20° 5 5 5 A 5 Limpia d2" 5 A12 Valvulas d 1.5" C6 C6 C8 C2 A3 A2 A7 B1 B3 B2 A1 B4 5 5 Entrada d1.5" BAY.PASS A7 A5 A6 A2 A3 B3 A8 B4 5 Aducción Ø 1 1/2" B7 A11 B6 A10 Rebose y A4 B5 5 A Aereador D2 D3 D2 D2 D2 D3 VALVULAS CAMARA DE ESC: 1/25 CORTE A-A V= 10 m³ C6 C8 A12 Rebose Cono de C6 Enlucido comun C6 C6 A9 C4 C3 C2 C3 d3/8" @ .25 C6 Entrada 1.5" C5 B5 A4 A3 A3 A2 A5 A3 B3 A2 A1 A7 B6 B7 A11 A10 Rebose 5 5 MALLA HEXAGONAL 2 CAPAS 5 5 5 5 ARMADURA DE LOZA ALFAGIAS DE CUPULA FORMA GENERAL DEL ENCOFRADO SECTOR TABLA TRIPLEX ESC: 1/25 5 5 5 ARMADURA DE LA CUPULA ESC: 1/25 ELEVACION TRAMO DE FIERRO PARA DOBLAR Y EMPOTRAR EN LA PARED L=0.20 1 d 1/4" @ .15 cm. DE FONDO 5 ESC: 1/25 1 CAPA DE MALLA EXAGONAL 5/8" 5 5 FIERRO PERIMETRAL d 3/8" 60 N° 10 2.41 V (m³) d(m) 1.20 Long. LOSA DE FONDO ACERO RADIAL EN N° 38 V (m³) d(m) R(m) Long. 10.00 2.41 2.10 1.30 CON ALAMBRE NEGRO N°8 ACERO RADIAL EN TECHO FIERRO MERIDIONAL d 3mm SUMIDERO 5 5 5 PLANTA , CORTES Y DETALLES RESERVORIO V=10 m3 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" PLANO:

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, constructive, cuts, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plane, provision, reservoir, sizing, specifications, structures, wasser bestimmung, water