Expansion Workshop DWG Detail for AutoCAD

Expansion Workshop DWG Detail for AutoCAD

Expansion Workshop from landfills, foundation, footings and construction details of the shoe, motherboards, etc

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

plantdecimentacion, cut cc, template, concrete, poor, die, cut bb, the fillings should be made in layers, not full, which guarantees a contact pressure, at the depths indicated in the details, all the shoes will be displaced on a, healthy rreno, free of organic matter or re-, all the shoes will be placed on te-, foundation and fill notes, firm, nsf, axis, concrete template, variable, ground level, fexpan or similar elastic gasket, filling compacted, niv. ground, level exhaustion, block of, wall of, discipline, area, description, project, rev., scale, date, no., review, aprobo, acot., signature, reference planes, civil, receives, electric, automat., section, proc-mec, delivery, revisions, automat, forklift and washing workshop, foundation plant, cuts and details, approved for, construction, gcia. of plant engineering, date: signature:, agros., grout, detail of anchor, column, paragua, existing, millimeters, v.s., r.p.v., indicated

Raw text data extracted from CAD file:

30.7 380.3 225 23.2 295 830.3 653 177.3 23.2 830.3 383.3 55 55 110 110 55 55 20 55 55 110 120 10 27.3 30.7 58 20 23.3 43.3 55 55 110 110 10 120 20 110 142 241.3 383.3 225 23.3 360 237.39 213 450.4 30.7 450 142 203 177.3 23.2 27.3 30.7 58 20 40 55 55 110 110 20 20 23.3 43.3 27.5 27.5 55 20 23.3 43.3 30.7 23.7 58 11.3 12 8 12 43.3 7.6 19.7 19.7 11 58 20 23.3 43.3 27.5 27.5 55 7.8 19.7 19.7 7.8 55 8 12 12 11.3 43.3 20 40 30.7 23.7 58 12 8 12 43.3 7.6 19.7 19.7 11 58 8 20 80 313 80 15 15 15 15 100 25 80 420 473 39.5 197 197 39.5 320 40 120 120 40 500 15 15 19.3 15 19.3 15 C A 3 5 5 5 5 P L A N T A D E C I M E N T A C I O N <> <> B 5 5 5 5 D-2A C-1 PB-1 Z-2A K-3 PB-1 C-1 D-2B Z-2B PB-1 C-1 D-2C Z-2C 5 4 A' 5 #4@20 (L.I.) #4@20 (L.I.) 55 55 110 110 55 55 TL-5 D-2C C C A' ZAPATA Z-2C CORTE C-C 5 5 TL-5 20 55 55 110 120 10 2 f'c=100 kg/cm. PLANTILLA DE CONCRETO POBRE DE #4@20 27.3 30.7 58 20 23.3 43.3 55 55 110 ZAPATA Z-2A (L.I.) #4@20 #4@20 (L.I.) 110 10 120 2 f'c=100 kg/cm. PLANTILLA DE CONCRETO POBRE DE #4@20 20 TL-2 DADO 110 CORTE B-B B B TL-2 TL-1 A A C 2 2 1.- 2.- 4.- PLANTE ). LOS RELLENOS DEBERAN HACERSE EN CAPAS NO FECTAMENTE HASTA OBTENER EL 95% DE LA PRUEBA MAYORES DE 2Ocm. DE ESPESOR COMPACTADO PER- LLENOS, QUE GARANTICE UNA PRESION DE CONTACTO A LAS PROFUNDIDADES INDICADAS EN LOS DETA- PLANTILLA DE CONCRETO POBRE DE f'c= 1OO kg/cm TODAS LAS ZAPATAS SE DESPLANTARAN SOBRE UNA LLES CORRESPONDIENTES (VER DETALLE DE DES- MINIMA DE 8 t/m. RRENO SANO, LIBRE DE MATERIA ORGANICA O RE- TODAS LAS ZAPATAS SE DESPLANTARAN SOBRE TE- NOTAS DE CIMENTACION Y RELLENOS FIRME N.S.F. EJE PLANTILLA DE CONCRETO POBRE f'c=1OO kg/cm2. VARIABLE 1.3 (tipo) NIVEL TERRENO 5 JUNTA ELASTICA FEXPAN O SIMILAR RELLENO COMPACTADO DETALLE DE FIRME FIGURA "A" NIV. TERRENO NIV. DESPLANTE PROCTOR-STANDAR (VER DETALLE). K-2 h=1.0 m 15x20x40cm BLOCK DE MURO DE h=1.0 m 15x20x40cm BLOCK DE MURO DE h=1.0 m 15x20x40cm BLOCK DE MURO DE 5 5 5 5 TL-2A TL-2B TL-4 TL-3 K-2 K-2 K-3 5 <> 5 5 5 ESC. 1:250 DISCIPLINA AREA DESCRIPCION PROYECTO REV. ESCALA FECHA DIBUJO /CAD/ PROYECTO No. REVISO APROBO FECHA ACOT. FIRMA PLANOS DE REFERENCIA CIVIL FECHA RECIBE ELECTRICO AUTOMAT. SECCION PROC-MEC ENTREGA R E V I S I O N E S FECHA ELECTRICO PROC-MEC FECHA AUTOMAT FECHA CIVIL FECHA APROBO FECHA TALLER DE MONTACARGAS Y LAVADO PLANTA DE CIMENTACION CORTES Y DETALLES APROBADO PARA CONSTRUCCION GCIA. DE INGENIERIA DE PLANTAS FECHA: FIRMA: FECHA: FIRMA: 5 <> 5 <> <> 5 5 27.3 30.7 58 20 40 55 55 110 ZAPATA Z-2B (L.I.) #4@20 110 B B TL-2 TL-5 C 4 20 #4@20 (L.I.) 20 23.3 43.3 27.5 27.5 55 e=5cm e=5cm K-2 K-2 ( ) 12#5 2E#3@15 DADO D-2A (ARMADO) 20 23.3 43.3 5 30.7 23.7 58 A (LOCALIZACION DE ANCLAS) DADO D-2A 11.3 12 8 12 43.3 7.6 19.7 19.7 11 58 5 A 5 A' A' 5 20 23.3 43.3 27.5 27.5 55 2E#3@15 ( ) 12#5 (ARMADO) DADO D-2C 7.8 19.7 19.7 7.8 55 8 12 12 11.3 43.3 DADO D-2C (LOCALIZACION DE ANCLAS) ( ) 12#5 2E#3@15 DADO D-2B (ARMADO) 20 40 4 30.7 23.7 58 C (LOCALIZACION DE ANCLAS) DADO D-2B 12 8 12 43.3 7.6 19.7 19.7 11 58 4 C 8 20 C-1 45° 3 AGROS. d=19 GROUT L P 320x473x16 80 313 80 CASTILLO K-2 15 15 E#2@20 ( ) 4#3 ( ) 4#3 E#2@15 15 15 DALA DL-1 (ACOT. mm) PLACA BASE PB-1 (ACOT. mm) DETALLE DE ANCLA 100 25 (A-36) ANCLA d=16 80 420 473 39.5 197 197 39.5 320 40 120 120 40 500 15 15 ( ) 6#3 E#2@15 19.3 15 19.3 (23.3) (23.3) 15 CASTILLO K-3 COLUMNA PARAGUA EXISTENTE 0000.000 MILIMETROS V.S.H. R.P.V. A INDICADA CIVIL

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	anchors, arpintaria, atelier, atelier de mécanique, atelier de menuiserie, autocad, carpentry workshop, castles, construction, dalas, DETAIL, details, DWG, expansion, footings, FOUNDATION, foundations, mechanical workshop, mechanische werkstatt, oficina, oficina mecânica, schreinerei, shoe, werkstatt, workshop