Pump Cabin – Foundation DWG Block for AutoCAD

Pump Cabin – Foundation DWG Block for AutoCAD

Pump Cabin – Foundation –

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

geographic north, dir. wind, north of plant, flat, fdcpv, archive, rev., flat, draft, approved:, revised acci:, scale:, designed:, date:, drawn:, contract, approved:, designed:, date:, reviewed:, drawn:, contractor:, flat, by, xxx, xxx, engineering management construction, district san tome, station…, detail engineering, xxxx, original broadcast, steel reinforcement astm, concrete f’c, quality of materials, gr. fy, approved for, building, approved by:, c.i.v., firm:, s. moya, j. huntsman, apr., indicated, to. avila, c. bolivar, project: construction of water injection plant, salty in, detail engineering, plant foundations pump booth, rovertos pdvsa san tome royectos sinks, original broadcast, e.a., aug., emision incorporation of comments, emission approved for construction, e.a., apr., see slide, for foundation detail, column cp, section, column cp, Foundation, esc., plant, geographic north, north of plant, slab edge, base iron, anchor bolts, column cp, base iron, bomb factory foundation, floor slab edge, esc., detail, esc., reinforcing steel note, leveling grout, anchor bolts, esc., floor tile, bomb, for foundation detail, see slide, for foundation detail, bomb, see slide, bomb, reinforcing steel note, cross section, minced stone, esc., stirrups note, floor tile, for foundation detail, see slide, bomb, reservation, slab edge, shall be placed under the beams of string under, the slab of chopped stone., the minimum coating of struts in foundations beams, all dimensions are given in meters less than, of the sample shall be cm., another unit is indicated., Notes:, concrete: f’c, quality of materials., welding electrodes, reinforcing steel: fy, metal sheet profiles, plycem type roofs similar., mm., East, vertex, north, coordinates, vertices coordinates u.t.m., foundation plant equipment structures, compacted ground, to the protor, minced stone

Raw text data extracted from CAD file:

NORTE GEOGRAFICO 65°42'37" DIR. VIENTO NORTE DE PLANTA 65°42'37" PLANO N° FDCPV ARCHIVO N° REV. PLANO N° PROYECTO N° APROBADO: REVISADO ACCI: ESCALA: DISENADO: FECHA: DIBUJADO: CONTRATO N° APROBADO: DISENADO: FECHA: REVISADO: DIBUJADO: CONTRATISTA: R E V I S I O N N° PLANO N° F E C H A POR T I T U L O P L A N O S D E R E F E R E N C I A xxx xx xxx xx xx xx P 98- 000-D-M-000 a 000.DWG GERENCIA DE INGENIERIA Y CONSTRUCCION DISTRITO SAN TOME ESTACION... INGENIERIA DE DETALLE XXXX TITULO4 C: a EMISION ORIGINAL / /2000 / / / /2000 /2000 /2000 1 2 3 4 B A A B 1 2 3 4 000-D-M-000 2 ACERO DE REFUERZO CABILLAS ASTM CONCRETO f'c = Kg/cm CALIDAD DE MATERIALES 210 A615 Gr. 60 f'y = Kg/cm 4200 2 A A APROBADO PARA CONSTRUCCION APROBADO POR: C.I.V. FIRMA: 5.00 .55 .55 65°42'37" 5.00 5.00 5.00 1.20 1.20 .26 .05 .07 .025 .05 .07 .025 .55 .05 .07 .025 .55 .26 .05 .07 .025 20.40 .20 .20 7.00 2.00 7.40 .20 .10 .60 .30 .20 .05 1.45 .30 .20 .30 .25 1.20 1.20 1.20 S. MOYA J. MONTERO ABR. 2004 INDICADA A. AVILA C. BOLIVAR B0165 B016558115DC41116 0 B016558115DC41116.dwg PROYECTO: CONSTRUCCION PLANTA DE INYECCION DE AGUA SALADA EN ARED-4 INGENIERIA DE DETALLE PLANTA FUNDACIONES CASETA DE BOMBAS (W) royectos Pdvsa San Tome royectos 2002\Contruccion Pias Ared-4\Civil\B016558115DC41116.dwg\ 1:50 a EMISION ORIGINAL E.A. AGO. 02 b 0 EMISION INCORPORACION DE COMENTARIOS EMISION APROBADO PARA CONSTRUCCION E.A. J.M/C.B. OCT.-2002 ABR. 2004 B016558115DC41116 VER LAMINA B0165-58110-DC40802 PARA DETALLE DE FUNDACION 5.00 COLUMNA CP 260x65,70 SECCION A-A d3/8"@0.25 VR (TIPICO) 0.30x0.50 COLUMNA CP 260x65,70 .55 .55 FUNDACION (TIP.) ESC. 1:20 PLANTA A VR VR A B 65°42'37" NORTE GEOGRAFICO A NORTE DE PLANTA BORDE DE LOSA PLANCHA BASE PERNOS DE ANCLAJE d3/4" COLUMNA CP 260x65,70 PLANCHA BASE PLANTA FUNDACION CASETA DE BOMBAS BORDE LOSA DE PISO VR 1 - ESC. 1:10 DETALLE 1 ESC. 1:50 ACERO DE REFUERZO d1/2"@0.20 (VER NOTA 2) GROUT DE NIVELACION PERNOS DE ANCLAJE d3/4" ESC. 1:20 8d5/8" LOSA DE PISO 5.00 VR (TIPICO) 0.30x0.50 0204 BOMBA PARA DETALLE DE FUNDACION VER LAMINA B0165-58110-DC40802 5.00 1 2 0203 PARA DETALLE DE FUNDACION BOMBA VER LAMINA B0165-58110-DC40802 0202 BOMBA 3 ACERO DE REFUERZO (VER NOTA 2) SECCION VIGA RIOSTRA (TIP.) PIEDRA PICADA e= .10cm. ESC. 1:10 (TIPICO) ESTRIBOS d3/8" (VER NOTA 2) LOSA DE PISO PARA DETALLE DE FUNDACION VER LAMINA B0165-58110-DC40802 (TIPICO) BOMBA RESERVA BORDE DE LOSA 5.00 4 5 3.- SE COLOCARAN DEBAJO DE LAS VIGAS DE RIOSTRA Y DEBAJO DE LA LOSA DE PISO, 10cm. DE PIEDRA PICADA. 2.- EL RECUBRIMIENTO MINIMO DE CABILLAS EN FUNDACIONES Y VIGAS 1.- TODAS LAS DIMENSIONES ESTAN DADAS EN METROS A MENOS QUE DE RIOSTRA SERA DE 7,5 cm. SE INDIQUE OTRA UNIDAD. NOTAS: CONCRETO: f'c = 210 Kg/cm CALIDAD DE MATERIALES. ELECTRODOS DE SOLDADURA E-70XX ACERO DE REFUERZO: Fy = 4200 Kg/cm PERFILES Y PLANCHAS METALICAS A-36. LAMINAS DE TECHO TIPO PLYCEM O SIMILAR. 2 2 1.20 1.20 .26 .05 .07 .025 .05 .07 .025 .55 .55 .05 .26 .07 .025 .025 .07 .05 5 5 5 C 5 5 5 5 .10 .60 .30 .20 .05 1.45 .30 .20 .30 .25 5 5 e=12 mm. ESTE VERTICE NORTE COORDENADAS VERTICES COORDENADAS U.T.M. 956.371,94 352.418,08 956.390,22 352.421,98 956.374,78 352.407,47 956.393,06 352.415,58 956.375,59 352.405,64 956.393,87 352.413,75 C-5 C-1 B-5 B-1 A-5 A-1 B016558115DC30501 PLANTA DE FUNDACIONES Y ESTRUCTURAS DE EQUIPOS 1.20 TERRENO COMPACTADO AL 95% PROTOR PIEDRA PICADA N° 1 e= 10cm.

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, bomba, bomba de água, cabin, DWG, FOUNDATION, pipe, pompe, pompe à eau, pump, pumpe, rohr, tubulação, tuyaux, wasserpumpe, water pump