Details For Pass Valve Tanquilla DWG Full Project for AutoCAD

Details For Pass Valve Tanquilla DWG Full Project for AutoCAD

Tanquilla DETAILS FOR PASS VALVE AND DETAILS OF STRUCTURAL STEEL Tanquilla; AGRO INDUSTRIAL PROJECT FOR SAN JUAN OF THE MORRO VENEZUELA

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

Tagnumber, cut, Typical detail of tanquilla with pipe valve, Heavy-type cast iron top cover, Cut scale, view, view, Structural steel, Plant view, cut, Name of accessories, do not., See diameter, Mm., do not., Notes, quantity, unity, Mts., piece, List of accessories of the air valve tank, In table, reinforced concrete, Heavy-duty cast iron frame, Dimensions, Indicated in, the detail, Heavy-duty cast iron cover, Dimensions, Indicated in, the detail, Pead pipe with a threaded ends, Threaded end passage valve, Finished floor, Male adapter, piece, Steel reinforcing board, kind, quantity, Required, per unit, total, quantity, Required, length, bar, total, length, total, weight, dimensions, kind, Type ii, Type iv, Type iii, kind, Type vii, Trestle bridge, Vi type, Total diameter:, total:, mortar, Material specification, Elem, description, Und, quantity, dimensions, Esp., total, Waterproof concrete, Fc: kg, Chopped stone base, Cm, Base material, granular, cut, Finished floor, Detail material specification, Elem, description, Und, quantity, dimensions, Esp., total, pipeline, Pza, Prepared by ing angel lara, High pead, The entire aqueduct system will be piped, The diameters are given in millimeters., Tip., typical, thickness, legend:, diameter, Quality of materials:, pending, The elevations are referred to n.m.s., The coordinate system is u.t.m. spindle, Heights referred to the geoidal model, Notes:, All the elevation coordinates are, Given in meters unless otherwise indicated., The contractor shall verify that the dimensions, In place., Before beginning the excavation work the contractor, Must perform pipe detection any, Obstacle buried., It is the responsibility of the contractor:, Coordinate the execution of the works, Present project with all those plans related to, Structures architecture facilities that can, Be affected., Reinforcement, Premixed, High pead, psi. To covert

Raw text data extracted from CAD file:

1 101 1 101 TAGNUMBER 1 101 1 101 1 101 1 101 1 101 \A1;1.00 \A1;.10 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.25 \A1;VARIABLE \A1;.04 \A1;.10 \A1;.02 \A1;.02 \A1;.68 \A1;.25 \A1;.34 \A1;.65 \A1;.30 \A1;.70 \A1;1.20 \A1;1.11 \A1;.15 \A1;.70 \A1;.25 \A1;.20 \A1;.60 \A1;.20 \A1;.20 \A1;.60 \A1;1.30 \A1;.15 \A1;1.00 \A1;.15 \A1;.88 \A1;.10 \A1;.68 \A1;.10 \A1;.95 \A1;.17 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.17 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.17 \A1;.17 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.17 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.17 \A1;.06 \A1;.05 \A1;.06 \A1;.05 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.16 \A1;.06 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.17 \A1;1.20 \A1;1.21 \A1;.70 \A1;.25 \A1;1.20 \A1;1.20 \A1;.88 \A1;.15 \A1;.15 \A1;.15 \A1;.16 \A1;.06 \A1;.16 \A1;.15 \A1;.15 00 \A1;VARIABLE \A1;.97 \A1;.15 \A1;.20 \A1;.60 \A1;.20 \A1;.20 \A1;.60 \A1;.80 \A1;1.00 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.60 \A1;.60 \A1;1.11 \A1;1280 \A1;1.50 \A1;1280 \A1;R.30 \A1;1.30 \A1;1.15 \A1;1.30 \A1;1.15 \A1;.80 \A1;600^M \A1;.66 \A1;1.22 \A1;.10 \A1;.10 \A1;.12 \A1;.15 \A1;.89 \A1;.04 \A1;.98 \A1;.68 \A1;.97 \A1;.90 \A1;.20 \A1;.20 \A1;.10 \A1;.05 \A1;1.20 \A1;.05 \A1;.35 \A1;1.30 \A1;1.00 \A1;.15 \A1;.97 \A1;.98 \A1;.83 \A1;.15 \A1;.07 \A1;.08 \A1;.08 \A1;.05 \A1;.15 \A1;.15 \A1;.08 \A1;.08 \A1;.15 \A1;.02 \A1;.08 \A1;.05 \A1;.10 1 101 1 101 \A1;.66 \A1;.98 \A1;.15 \A1;.15 \A1;.68 \A1;.68 \A1;.98 \A1;.98 \A1;.15 \A1;.15 \A1;1.00 \A1;1.00 \A1;.15 \A1;.15 \A1;1.30 \A1;1.30 \A1;.65 \A1;.65 \A1;.49 \A1;.49 CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 DETALLE TIPICO DE TANQUILLA CON VALVULA DE PASO TUBERIA 4"(110 MM) DETALLE TIPICO DE TANQUILLA CON VALVULA DE PASO TUBERIA 4"(110 MM) DETALLE TIPICO DE TANQUILLA CON VALVULA DE PASO TUBERIA 4"(110 MM) PLANTA - TAPA DE HIERRO FUNDIDO TIPO PESADO \H0.71429x;\l\C2;ESC. 1:20 PLANTA - TAPA DE HIERRO FUNDIDO TIPO PESADO \H0.71429x;\l\C2;ESC. 1:20 PLANTA - TAPA DE HIERRO FUNDIDO TIPO PESADO \H0.71429x;\l\C2;ESC. 1:20 CORTE B-B \H0.71429x;\l\C2;SIN ESCALA CORTE B-B \H0.71429x;\l\C2;SIN ESCALA CORTE B-B \H0.71429x;\l\C2;SIN ESCALA VISTA A-A \H0.71429x;\l\C2;ESC. 1:20 VISTA A-A \H0.71429x;\l\C2;ESC. 1:20 VISTA A-A \H0.71429x;\l\C2;ESC. 1:20 B - B - B - B - A - A - A - A - A - A - B - B - VISTA B-B \H0.71429x;\l\C2;ESC. 1:20 VISTA B-B \H0.71429x;\l\C2;ESC. 1:20 VISTA B-B \H0.71429x;\l\C2;ESC. 1:20 \W9.46712; \LDETALLE DE ACERO ESTRUCTURAL \W9.86231; \LDETALLE DE ACERO ESTRUCTURAL \W7.33311; \LDETALLE DE ACERO ESTRUCTURAL B - B - A - A - 0.1499999999996362 0.1499999999996362 0.680000000000291 0.680000000000291 0.9799999999995634 0.9799999999995634 0.1500000000014552 0.1500000000014552 1.0 1.0 0.1500000000014552 0.1500000000014552 1.30000000000291 1.30000000000291 0.6500000000014552 0.6500000000014552 0.4899999999997817 0.4899999999997817 VISTA PLANTA \H0.71429x;\l\C2;ESC. 1:20 VISTA PLANTA \H0.71429x;\l\C2;ESC. 1:20 VISTA PLANTA \H0.71429x;\l\C2;ESC. 1:20 B - B - B - B - CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 CORTE A-A \H0.71429x;\l\C2;ESC. 1:20 C - C - C - C - NOMBRE DE ACCESSORIOS No. PN VER DIAMETRO DN mm. e(mm.) No. NOTAS 2 4 3 110mm 1 CANTIDAD 10 - - 10 1 - UNIDAD MTS. PIEZA LISTA DE ACCESORIOS DE LA TANQUILLA VALVULA DE AIRE EN TABLA HORMIGON ARMADO M3 - - 0.72 - 5 5 110mm 5 700mm - 1 - 680mm - 1 - MARCO DE HIERRO FUNDIDO TIPO PESADO DIMENSIONES LAS INDICADA EN EL DETALLE TAPA DE HIERRO FUNDIDO TIPO PESADO DIMENSIONES LAS INDICADA EN EL DETALLE A L C A N T A R I L L A D O N O I S .04 5 .02 .02 5 .25 .34 .65 .30 5 1.200000000011642 1.105001883786827 A L C A N T A R I L L A D O TUBERIA PEAD CON UN EXTREMOS ROSCADO - - 5 5 5 5 5 5 \A1;8 d5/8" c/10 x .109 \A1;.05 \A1;.05 \A1;6 d5/8" c/10 x .78 \A1;.05 \A1;.05 \A1;6 d5/8" c/15 x 1.10 \A1;.30 \A1;.30 VALVULA DE PASO EXTREMOS ROSCADO 5 0.5999999999985448 (VIALIDAD) PAVIMENTO TERMINADO 5 .15 1.0 .15 0.8827699347384623 5 0.6827699347395537 5 0.9519473204381939 0.1699999999982538 0.1499999999978172 0.1499999999978172 0.1500000000050932 0.1499999999978172 0.1499999999978172 0.165000000015425 0.1599999999998545 0.1499999999996362 0.1499999999996362 0.1499999999996362 0.1727699347429734 0.1699999999982538 0.1499999999978172 0.1499999999978172 0.1500000000050932 0.1499999999978172 0.1499999999978172 0.165000000015425 0.1599999999998545 0.1499999999996362 0.1499999999996362 0.1499999999996362 0.1727699347429734 5 5 5 5 \A1;8 d5/8" c/15 x 1.10 \A1;.30 \A1;.20 0.1599999999998545 0.1499999999996362 0.1500000000014552 0.1499999999996362 0.1499999999996362 0.1499999999996362 0.1577131835492764 5 0.1639999999970314 0.1500000000014552 0.1500000000014552 0.1500000000014552 0.1500000000014552 0.1500000000014552 0.1664055374858435 \A1;8 d5/8" c/15 x 1.10 \A1;.30 \A1;.20 1.20000000001528 1.205001883745354 \A1;.23 \A1;.35 \A1;.35 0.7022543014973053 0.2468739799915056 1.200000000004366 1.200000000004366 0.8827699347402813 1.0 5 0.1969812996976543 0.1988144857969019 5 0.1969812996976543 0.1988144857969019 6 - 2 - ADAPTADOR MACHO PIEZA - 0.1599999999998545 0.1499999999996362 0.1500000000014552 0.1499999999996362 0.1499999999996362 0.1499999999996362 0.1577131835492764 5 1.149999999994179 5 1.30000000000291 5 5 0.8950000000004366 5 0.9699999999993452 5 5 5 1.150000000008731 5 5 0.8299999999999272 5 1.30000000000291 0.9800000000013824 5 0.680000000000291 5 0.9800000000013824 0.1500000000014552 1.0 5 1.30000000000291 \A1;5/8"@150 1 0.3499999999985448 \A1;5/8"@150 2 TABLA DE ACEROS DE REFUERZOS TIPO \U+E712 \U+2116 CANTIDAD REQUERIDA POR UNIDAD TOTAL CANTIDAD REQUERIDA LONGITUD BARRA (m) TOTAL LONGITUD (m) TOTAL PESO (kgf) DIMENSIONES a b ñ d à TIPO I TIPO II TIPO IV à b b TIPO III à b TIPO V b b à TIPO VII PUENTE DE CABALLETES 5/8" 1 1.15 - - 1 5 II 2 0.83 0.86 - - 1 7 2.55 17.85 27.72 II 0.86 3 1.15 0.7 - - 1 12 2.55 30.6 47.52 II 4 1.2 - 1 9 1.2 10.8 16.77 I 5 0.98 - 1 12 0.98 11.76 18.26 TIPO VI DIAMETRO TOTAL: TOTAL: 5/8" 132.56 132.56 2.87 14.35 22.29 b à ñ ñ à b I à b b ñ ñ à b b ñ 5/8" 5/8" 3 \A1;5/8"@150 3 \A1;5/8"@150 4 5 5/8" 5/8" - - - - 3 MORTERO CEMENTO-ARENA 1:2 ESPECIFICACION DE MATERIALES ELEM DESCRIPCION UND CANTIDAD DIMENSIONES (mõm) ESP. TOTAL CONCRETO HIDROFUGO Fc: 250 KG / CM² M³ 1 BP BASE DE PIEDRA PICADA Nº 1, E=10 cm - MG - M³ M³ - - - - - BASE MATERIAL GRANULAR - 0.83 M³ 0.2 M³ 14.5 M³ 5 0.8899999999994179 5 0.0500000000029104 1.19999999999709 5 5 5 5 1.5 5 1.107927459481289 1.21648398101388 0.599960717590875 0.6587458374997368 0.1036488206573267 CORTE B-B \H0.71429x;\l\C2;ESC. 1:20 5 5 5 5 5 5 5 0.6000000002386514 (VIALIDAD) PAVIMENTO TERMINADO 0.7999573131801299 1.0 .15 0.1969812996321707 0.1988144857896259 .15 0.1969812996394467 0.1988144860224565 0.7999999999992724 5 5 5 0.9699999999975262 5 ESPECIFICACION DE MATERIALES DE DETALLES ELEM DESCRIPCION UND CANTIDAD DIMENSIONES (mm) ESP. TOTAL TUBERIA 6 5/8\W0.9;" PZA 150 17.4 kg/m 5.22 kg 2 5 0.6000000002386514 5 0.6587458374997368 0.9799999999995634 23.000 23.000 23.000 23.000 ELABORADO POR Ing ANGEL LARA PEAD 10 SDR17 (POLIETILENO DE ALTA DENSIDAD). 7.- TODO EL SISTEMA DE ACUEDUCTO SERA DE TUBERIA 8.- LOS DIAMETROS ESTÁN DADOS EN MILIMETROS. TIP. e= TÍPICO ESPESOR LEYENDA: d DIAMETRO CALIDAD DE MATERIALES: PEND.% PENDIENTE 6.- LAS ELEVACIONES ESTAN REFERIDAS AL N.M.S.M. 5.- EL SISTEMA DE COORDENADAS ES U.T.M. PATVEN98 HUSO 20 ALTURAS REFERIDAS AL MODELO GEOIDAL EGM96 NOTAS: 1.- TODAS LAS MEDIDAS, COORDENADAS Y ELEVACIONES ESTAN DADAS EN METROS SALVO QUE SE INDIQUE OTRA UNIDAD. 2.- LA CONTRATISTA VERIFICARA Y AJUSTARA LAS DIMENSIONES EN SITIO. 3.- ANTES DE INICIAR LAS LABORES DE EXCAVACION LA CONTRATISTA DEBERA REALIZAR DETECCION DE TUBERIAS O CUALQUIER OBSTACULO ENTERRADO. 4.- ES RESPONSABILIDAD DEL CONTRATISTA: COORDINAR LA EJECUCION DE LOS TRABAJOS OBJETO DEL PRESENTE PROYECTO CON TODOS AQUELLOS PLANOS REFERENTES A ESTRUCTURAS ARQUITECTURA E INSTALACIONES QUE PUEDAN SER AFECTADOS. -ACERO DE REFUERZO FY=4200 KG/CM2. 5/8". -CONCRETO PREMEZCLADO F`c= 210 Kg/cm2. 3". -TUBERIA PEAD 10 SDR17 (POLIETILENO DE ALTA DENSIDAD). 150 PSI. COVENIR 3833 150 PSI. COVENIR 3833

Language	Spanish
Drawing Type	Full Project
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, details, DWG, einrichtungen, facilities, full, gas, gesundheit, industrial, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, pass, Project, provision, steel, structural, tanquilla, valve, wasser bestimmung, water