Pumphouse DWG Detail for AutoCAD

Pumphouse DWG Detail for AutoCAD

System potabl ground water elevation and detail pumphouse

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

fist, Foundation, scale, Plant elevation reservoir details, DC., Dist., scale:, date:, Huancane, :fist, mayor:, design, Prov., region, Location, draft, flat:, Multicommunal, Sheet number, District municipality of huatasani, Construction of potable water system installation of letrimas, reviewed by, Huatasani, Ahbm, Prof. Rufino curro flores, Plant elevation reservoir details, DC., Dist., scale:, date:, Huancane, :fist, mayor:, design, Prov., region, Location, draft, flat:, Multicommunal, Sheet number, District municipality of huatasani, Construction of potable water system installation of letrimas, reviewed by, Huatasani, Ahbm, Prof. Rufino curro flores, approved:, design:, Ing. Hernan martinez r., National social compensation fund, purge valve, Department:, province, district, location, Location:, flat:, mold, Lacasani, mold, fist, Drinking water system, flat, Lacasani, scale:, date:, draft:, June, Indicated, Tee pvc sap, Male pvc plug, Purge pvc pipe, scale, legend, description, Pvc adapter, Pvc nipples, accessories, Tee pvc sap, gate valve, Universal union pvc, Pvc pipe line, Purge pvc pipe, Pvc pipe line, Purge pvc pipe, Purge valve, Accessory detail, Of structure, Purge pvc pipe, scale, Concrete cap, scale, scale:, Slab cover, Tank plant, cut, Npt, Floor around the tank, Consider expansion joint between tank, Tank tank, Maximum water mirror, Npt, lightened slab, Mooring beam, Brick rope wall, Brick rope wall, Tank tank, water mirror, Npt, slab, Mooring beam, Npt, Floor around the tank, Consider expansion joint between tank, Minimum water mirror, Mooring beam, Wire each yarn, Det., Mooring beam, Estrib., Det., Det. Roof tile, Det., Cm., Cantaloupes, Annoying, Coatings, Cm., Ground strength, In general fy, steel, concrete:, F’c shoes, Cement beams. Fc, Columns f’c, F’c beams, Note: depth of excavation, From natural soil, masonry:, Fm, Hercules mechanized brick, Cm type iv, Mortar on head walls, Mortar on rope walls, Reinforce with wire, Each row, Mix more p.m., Sole, typical, Det. Esq. Typical, scale:

Raw text data extracted from CAD file:

R E U R PUNO A L B I C P U E D L E P B O I E G E N O R R I G O N A L -255.674868582294 -255.674868582294 -255.674868582294 CIMENTACION ESCALA 1:50 C-1 C-1 -255.674868582294 -255.674868582294 -255.674868582294 -255.674868582294 C-1 -255.674868582294 C-1 2.00 3.05 1.05 3.00 2.00 2.00 1.00 2.00 \A1;3.40 \A1;0.13 \A1;2.10 \A1;0.10 \A1;1.83 \A1;0.15 \A1;0.20 \A1;2.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.35 \A1;0.20 \A1;0.65 \A1;0.20 \A1;1.83 \A1;0.20 \A1;1.18 \A1;0.15 \A1;0.60 \A1;1.80 \A1;0.20 \A1;3.40 \A1;3.40 \A1;2.13 \A1;0.15 \A1;2.00 \A1;0.20 \A1;2.75 \A1;0.20 \A1;2.00 \A1;3.00 \A1;0.85 \A1;0.25 \A1;0.10 \A1;0.40 \A1;0.20 \A1;2.75 \A1;1.40 \A1;0.25 \A1;0.125 \A1;0.30 \A1;0.15 \A1;0.20 \A1;2.13 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.10 \A1;1.25 \A1;0.25 \A1;1.40 \A1;0.30 \A1;0.13 \A1;0.50 \A1;0.30 \A1;0.45 \A1;0.20 \A1;0.20 \A1;0.45 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;3.40 \A1;0.30 \A1;TIPICO \A1;0.30 \A1;0.20 \A1;0.20 PLANTA , ELEVACION Y DETALLES DE RESERVORIO 50 M3 CC. Dist. Escala: Marzo-2011 Fecha: :HUANCANE :PUNO ALCALDE: Diseño : Prov. Región Ubicación : Proyecto : Plano: 1 : 50 : :MULTICOMUNAL Lamina Nº MUNICIPALIDAD DISTRITAL DE HUATASANI 01 CONSTRUCCION DE SISTEMA DE AGUA POTABLE E INSTALACION DE LETRIMAS CCs-PONGONI-CHOLLOCOTA-TURPUTIA Revisado por : HUATASANI AHBM PROF. RUFINO CURRO FLORES PLANTA , ELEVACION Y DETALLES DE RESERVORIO 50 M3 CC. Dist. Escala: Marzo-2011 Fecha: :HUANCANE :PUNO ALCALDE: Diseño : Prov. Región Ubicación : Proyecto : Plano: 1 : 50 : :MULTICOMUNAL Lamina Nº MUNICIPALIDAD DISTRITAL DE HUATASANI 01 CONSTRUCCION DE SISTEMA DE AGUA POTABLE E INSTALACION DE LETRIMAS CCs-PONGONI-CHOLLOCOTA-TURPUTIA Revisado por : HUATASANI AHBM PROF. RUFINO CURRO FLORES \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.70 \A1;0,05 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0,05 \A1;0.70 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 0,60 0,05 0,50 0,05 0,05 0,05 0,05 0,05 APROBADO: DISEÑO: ING. HERNAN MARTINEZ R. FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL VALVULA DE PURGA Departamento: Provincia : Distrito : Localidad : UBICACION: PLANO: MOHO LACASANI MOHO PUNO SISTEMA DE AGUA POTABLE PLANO N°: LACASANI ESCALA: FECHA: PROYECTO: JUNIO DEL 2004 INDICADA 5 2 4 2 1 3 5 5 5 5 5 5 0,05 5 5 5 5 5 5 5 5 TEE PVC SAP TAPON PVC MACHO Ø 3/4" TUBERIA PVC DE PURGA \LCORTE A-A ESCALA 1:20 ESCALA 1:20 \LPLANTA LEYENDA 4 5 3 2 1 # DESCRIPCION ADAPTADOR PVC NIPLES PVC 3" ACCESORIOS TEE PVC SAP VALVULA COMPUERTA UNION UNIVERSAL PVC TUBERIA PVC LINEA DE CONDUCCION 6 7 6 TUBERIA PVC DE PURGA TUBERIA PVC LINEA DE CONDUCCION 7 7 TUBERIA PVC DE PURGA \LDETALLE DE VALVULA DE PURGA DETALLE DE ACCESORIOS \LDETALLE DE ESTRUCTURA TUBERIA PVC DE PURGA TUBERIA PVC DE PURGA 5 5 5 5 5 5 5 5 0,05 5 5 5 5 5 5 ESCALA 1:20 Ø 1/4" @ 0.20 m. Ø 1/4" @ 0.20 m. F° d 1/4" a 0.10 en A/S. 5 5 5 5 5 5 5 5 \LDETALLE DE TAPA CONCRETO ESCALA 1:10 VP-1 ESCALA: 1/50 5 ø 3/8"@ 0.25 ø 3/8"@ 0.25 1 ø 1/2" ø 3/8"@ 0.25 ø 3/8"@ 0.25 1 ø 1/2" C ø 3/8"@ 0.25 LOSA TAPA DE CISTERNA H=0.125 1 ø 1/2" ø 3/8"@ 0.25 1 ø 1/2" ø 3/8"@ 0.25 5 C 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CISTERNA 5 5 5 CORTE C-C npt +0.15 y piso de 1" alrededor del tanque Considerar junta de dilatacion entre tanque TANQUE CISTERNA Espejo de agua maximo +-0.00 NPT +0.15 5 5 5 5 LOSA ALIGERADA VIGA DE AMARRE 0.20x0.20 4Ø3/8" MURO SOGA DE LADRILLO 5 5 5 ø 3/8"@ 0.25 5 MURO SOGA DE LADRILLO TANQUE CISTERNA ø 3/8"@ 0.25 5 Espejo de agua 5 5 2 ø 3/8" 1 ø 1/2 ø 3/8"@ 0.20 (Tipico) ø 3/8"@ 0.20 (Tipico) +-0.00 ø 3/8"@ 0.25 NPT +0.15 ESTRUCTURAS-CORTE C-C ø 3/8"@ 0.25 5 NPT-1.80 LOSA e=0.10 5 VIGA DE AMARRE 0.20x0.20 4Ø3/8" 5 5 5 5 npt +0.15 y piso de 1" alrededor del tanque Considerar junta de dilatacion entre tanque 5 5 5 5 Espejo de agua minimo C C 5 5 5 5 5 5 5 5 5 5 5 5 5 CA-1 CA-1 CA-1 CA-2 ø 3/8"@ 0.25 ø 3/8"@ 0.25 +-0.00 VIGA DE AMARRE 0.20x0.20 4Ø3/8" 5 2 ALAMBRE N°8 A CADA 3 HILADAS 5 4Ø1/2" DET. CA-1 5 5 a a a-a 4Ø1/2" VIGA DE AMARRE 0.20x0.20 4Ø3/8" 5 4Ø1/2" b b 5 4Ø1/2" b-b 5 ESTRIB. Ø1/4": 1@.05,4@.10,2@.15,R@.20 C/E ESTRIB. Ø1/4": 1@.05,4@.10,2@.15,R@.20 C/E DET. CA-2 5 5 5 5 5 5 5 5 5 5 C 5 5 5 5 ø 3/8"@ 0.25 ø 3/8"@ 0.25 C VA- 0.20x0.20 VA- 0.20x0.20 VA- 0.20x0.20 VA- 0.20x0.20 DET. TECHO LOSA 4Ø3/8" 5 5 DET. VA- 0.20x0.20 ESTRIB0. Ø1/4": 1@.05,4@.10,R@.20 C/E :2.5 cm. -Zapatas -Losas -Columnas -Vigas peraltadas -Vigas chatas RECUBRIMIENTOS :2.0 cm. :3.0 cm. :3.0 cm. :7.5 cm. RESISTENCIA DEL TERRENO Ft = 0.85 Kg/cm2 En general fy = 4200 kg/cm2 ACERO CONCRETO: Zapatas f'c = 175 kg/cm2 Vigas de Ciment. f'c = 175 kg/cm2 Columnas f'c = 210 kg/cm2 Vigas f'c = 210 kg/cm2 Df = 1.85m. NOTA: Profundidad de excavacion desde suelo Natural ALBAÑILERIA: f'm = 45Kg/cm2 Ladrillo K-K mecanizado Hercules 10x13x24 cm Tipo IV Mortero 1:4 en muros de cabeza Mortero 1:5 en muros de soga Reforzar con 2 alambre N° 8 cada 3 hiladas mezcla 1 : 10 mas 30% P.M. SOLADO 5 TIPICO (PLANTA) DET. ESQ. TIPICA 1 ø 1/2 c/esquina ø 3/8"@ 0.20 (Tipico) 5 5 5 ø 3/8"@ 0.20 (Tipico) ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, DWG, einrichtungen, elevation, facilities, gas, gesundheit, ground, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, pumphouse, system, wasser bestimmung, water