Combined Footing Details DWG Detail for AutoCAD

Combined Footing Details DWG Detail for AutoCAD

Combined footing Details – Foundation Plant – Details

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

cms., with mallalac, of reinforced concrete, firm cms, variable, running shoe, cut, cms., vrs., running shoe, its T. cms., integrated beam shoe, from with, concrete, filling block, foundation beam, concrete, compacted inert filler, to the proctor, firm detail, mallalac, cms., in both ways, its T. cms., cms template of thickness, concrete f’c, auxiliary shoe, cut, retaining wall, inside firm slab, bend rod alternately, its T. cms., integrated beam shoe, from with, in block hole, cms., filled block, concrete, its T. cms., with vrs., enclosure cms., welded Mesh, mallalac, cms., with vrs., its T. cms., enclosure cms., mezzanine slab, will be df mts., cms. in castles, cms. in columns, cms. in beams, rod coatings, cms. on pedestals, layers of cms. tamped, inert earth in, the compaction will be, the shoe template, cms. in footings, with mechanical dancer, concrete, proctor with filling, will be of cms. of thickness, metal, it should be perfectly, the formwork could be, the depth of, you for main shoes, it should be, soil resistance, by means of separators, reinforcement rods, Other desmoldable material, with clean diesel some, the unions to avoid the, concrete steel, leveled cradle, before casting, the depth of exhaustion, The specified coating, that facilitates the decibbing, loss of grout during the, they will be sealed perfectly, in his position respect, it should remain firmly, casting will also be coated, according to nom, will be with butt welding, the dimensions will be in, reinforcing steel, portland cement type, resistance, the concrete will have a, in rods up, of inert aggregates, of impurities rust, It must be clean, it will be of, extruded connectors, in vrs. older the overlap, cms. except where indicated, It will be forty times the diam., overlap the minimum length, loose when required, mm maximum granulometry, those made with, otherwise, general, Specifications, cms template of thickness, concrete f’c, shoe type, cms template of thickness, concrete f’c, shoe type, with vrs., pedestal, its T. cms., with vrs., pedestal, its T. cms., with vrs., its T. cms., auxiliary pedestal, castles, its T. cms., with vrs.

Raw text data extracted from CAD file:

1 \A1;VARIABLE \A1;60 \A1;25 \A1;20 \A1;10 \A1;20 \A1;40 \A1;20 \A1;5 \A1;10 \A1;EST. d 1/4 @ 20 cms. \A1;90 \A1;25 \A1;90 K-1 \A1;10 \A1;100 \A1;60 \A1;20 \A1;25 \A1;100 \A1;160 \A1;35 \A1;160 \A1;25 \A1;100 \A1;100 \A1;40 \A1;40 \A1;40 \A1;40 \A1;20 \A1;20 \A1;15 \A1;20 1 2 3 1 3 5 5 6 13 13 12 N K M G G H C D E CON MALLALAC 66-10/10 DE CONCRETO ARMADO FIRME H= 10 CMS 1 1 VARIABLE ZAPATA CORRIDA CORTE 1-1 60 1 d 3/8 @ 12 CMS. 25 20 4 VRS. d 3/8 ZAPATA CORRIDA Y EST. d 1/4 @ 25 CMS. VIGA INTEGRADA A ZAPATA DE 20 X 45 CON 4 d 1/2 10 F I R M E 20 DE CONCRETO BLOCK DE 8" RELLENO 40 3 d 1/2 20 VIGA DE CIMENTACION V-C CONCRETO RELLENO INERTE COMPACTADO AL 90% PROCTOR DETALLE DE FIRME MALLALAC 66-10/10 O 1d 3/8 @ 30 cms. EN AMBOS SENTIDOS 5 3 d 1/2 10 EST. d 1/4 @ 20 cms. V-C 1 1 V-C 8 d 3/8 LI 90 PLANTILLA 5.0 cms. DE ESPESOR CONCRETO f'c = 100 kg/cm2 ZAPATA AUXILIAR ( Z-A ) ( 90 X 90 X 25 ) 25 8 d 3/8 LI 90 F A Z-A P-A 1 1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 P-1 Z-1 P-1 Z-1 Z-A P-A V-C 1 1 10 100 CORTE 2-2 MURO DE CONTENCION 60 1.00 DENTRO DE FIRME Y LOSA DOBLAR VARILLA ALTERNADAMENTE Y EST. d 1/4 @ 25 CMS. VIGA INTEGRADA A ZAPATA DE 20 X 45 CON 4 d 1/2 20 25 8 d 3/8 100 EN HUECO DE BLOCK 1 d 1/2 @ 20 CMS. BLOCK 8" RELLENO DE CONCRETO EST. d 1/4 @ 25 CMS. EST. d 1/4 @ 25 CMS. CON 4 VRS. d1/2 CON 4 VRS. d1/2 CERRAMIENTO 20 X 20 CMS. CERRAMIENTO 20 X 20 CMS. MALLA ELECTROSOLDADA MALLALAC 66-10/10 F I R M E 1 d 3/8 @ 12 CMS. F I R M E CON 4 VRS. d1/2 EST. d 1/4 @ 25 CMS. CERRAMIENTO 20 X 20 CMS. LOSA DE ENTREPISO K-1 2 2 1 1 1 1 1 1 SERA Df < 1.00 mts. 2.50 cms. EN CASTILLOS 2.50 cms. EN COLUMNAS 2.50 cms. EN VIGAS 10.- RECUBRIMIENTOS DE VARILLAS : 5.00 cms. EN PEDESTALES CAPAS DE 30 cms. APISONADA TIERRA INERTE (AMARILLA) EN 9.- LA COMPACTACION SERA AL 8.- LA PLANTILLA PARA ZAPATAS 5.00 cms. EN ZAPATAS CON BAILARINA MECANICA . CONCRETO f'c= 100 kg/cm. 90% PROCTOR CON RELLENO DE SERA DE 5 cms. DE ESPESOR 2 MADERA, METALICA O MIXTA, DEBERA ESTAR PERFECTAMENTE 4.- LA CIMBRA PODRA SER DE 7.- LA PROFUNDIDAD DE DESPLAN- TE PARA ZAPATAS PRINCIPALES DEBERA SER St= 2.00 kg/cm. 6.- LA RESISTENCIA DEL SUELO POR MEDIO DE SEPARADORES 5.- LAS VARILLAS DE REFUERZO OTRO MATERIAL DESMOLDABLE CON DIESEL LIMPIO O ALGUN LAS UNIONES PARA EVITAR LA DE ACERO O CONCRETO . ALINEADA, NIVELADA Y ACUNADA ANTES DEL COLADO DE CONCRETO, A LA PROFUNDIDAD DE DESPLANTE EL RECUBRIMIENTO ESPECIFICADO QUE FACILITE EL DESCIMBRADO . PERDIDA DE LECHADA DURANTE EL Y SE SELLARAN PERFECTAMENTE EN SU POSICION Y RESPETARSE DEBERA MANTENERSE FIRMEMENTE COLADO ADEMAS SE RECUBRIRAN 2 ~ SEGUN NOM C-111 . SERA CON SOLDADURA A TOPE 3.- LAS ACOTACIONES SERAN EN 2.- EL ACERO DE REFUERZO CEMENTO PORTLAND TIPO "I" RESISTENCIA f'c=200 kg/cm. 1.- EL CONCRETO TENDRA UNA EN VARILLAS HASTA d 3/4" DE AGREGADOS INERTES DE IMPUREZAS Y OXIDO DEBERA DE ESTAR LIMPIO SERA DE fy= 4200 kg/cm. O CONECTORES EXTRUSIONADOS . EN VRS. MAYORES EL TRASLAPE CMS. EXCEPTO DONDE SE INDIQUE SERA DE CUARENTA VECES EL DIAM. TRASLAPAR LA LONGITUD MINIMA SUELTO Y CUANDO SE REQUIERA GRANULOMETRIA MAXIMA DE 19 MM A LOS 28 DIAS, ELABORADO CON LO CONTRARIO . 2 2 GENERALES ESPECIFICACIONES Z-1 P-1 Z-1 P-1 Z-2 P-2 Z-2 P-2 Z-2 P-2 Z-2 P-2 Z-2 P-2 Z-2 P-2 V-C Z-2 P-2 Z-2 P-2 Z-2 P-2 Z-2 P-2 PLANTILLA 5.0 cms. DE ESPESOR CONCRETO f'c = 100 kg/cm2 160 ( 160 X 160 X 35 ) ZAPATA TIPO 1 ( Z-1 ) 12 d 5/8 LI 12 d 5/8 LI 35 160 25 PLANTILLA 5.0 cms. DE ESPESOR CONCRETO f'c = 100 kg/cm2 100 100 ( 100 X 100 X 25 ) ZAPATA TIPO 2 ( Z-2 ) 8 d 1/2 LI 8 d 1/2 LI 40 CON 8 VRS. d 5/8 PEDESTAL 1 (P-1) 2 EST. d 3/8 @ 30 cms. 40 40 CON 8 VRS. d 1/2 PEDESTAL 2 (P-2) 2 EST. d1/4 @ 25 cms. 40 20 CON 4 VRS. d 1/2 EST. d 1/4 @ 25 cms. PEDESTAL AUXILIAR (P-A) 20 CASTILLOS (K-1) EST. d 1/4 @ 25 cms. CON 4 VRS. d 1/2 15 20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, combined, DETAIL, details, DWG, footing, FOUNDATION, foundations, fundament, plant