Cimentacion Room Soccer Field DWG Detail for AutoCAD

Cimentacion Room Soccer Field DWG Detail for AutoCAD

Map containing the foundation of a football field with room construction details

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

north, npt, vehicular access, filled with improved material., armed by temperature with vrs. do not. cms. both senses., template, castle, contratrabe, dice, isolated footing, variable, dice, armed shoe with vrs. do not. cms. both senses., contratrabe, rods. do not. stirrups no. cm, castle, rods. do not. stirrups no. cm, column, rods. do not. stirrup cms., lock league, rods. do not. stirrups no. cm, castle, armex, rose bushes, north, av. of palmar, blvd pablo salazar, street oaxaca, tube of, of, tube of, chain, vars do not., vars do not. cm, concrete template, both senses, castle, vars do not., armex, vars do not., to the center, cm -1. extremes, vars do not., vars do not., its T. do not. cm, vars do not., its T. do not. cm, vars do not. do not., its T. do not. cm, vars do not. do not., vars do not., vars do not., its T. do not. cm, vars do not., vars do not., its T. do not. cm, metal column, detail of running shoe, castle, concrete template, vars do not. cm, chain, improved material, isolated shoe detail, concrete template, vars do not. cm, improved material, dice, metal column, connection plate, cimentacion plant, north, seals., key:, free surface, area to construct p. b., sup of the land, Location:, draft:, owner:, draft:, flat:, area build p. to., dimensions:, meters, scale:, I digitize:, date:, room fulbl court, new building, foundation, of steel in the same section., bending rods., hooks folds., steel, the minimum length in anchorage will be of times the diameter, reinforcing steel., concrete, the minimum length in times will be the minimum diameter, the concrete must vibrate to be pricked with rods to exclude the air obtain, a better piece of dimensions will hit the outside of the, the free coatings on the elements are as follows:, in rod stirrups the folds will be made around a bolt, the anchor hooks should be made around a bolt having a, carefully to facilitate the accommodation of the concrete., the maximum aggregate size will be, castles chains cms. slabs cms. should use metal saddles., the casting of each structural element must be monolithic., concrete with indicated resistances will be used:, the rods not. must be of, having an equal diameter greater than twice the diameter of the rod., diameter equal to six times the diameter of the rod., the rods not. in must be of, the roof slabs will have a thickness of cm., roof tile, should not overlap more than, castles, the rods will be cold folded., cramp, care should be taken to ensure that the frame is level before casting., the casting must be wetted prior to casting., before being used in, the wood should be applied oil., hooks, hooks, bar, do not., bar, do not., diameter, of the bar, diameter, of the bar, the rods not. in must be of, model foot, architectural plant

Raw text data extracted from CAD file:

NORTE A \A1;90.84 npt +0.00 \A1;288.84 ACCESO VEHICULAR RELLENO CON MATERIAL MEJORADO. ARMADO POR TEMPERATURA CON VRS. No. 3 @ 10 cms. AMBOS SENTIDOS. PLANTILLA F'c= 100 kg/cm². CASTILLO CONTRATRABE CT-1. DADO D-1. ZAPATA AISLADA Z-2. VARIABLE 0.05 0.20 0.40 0.40 0.40 1.20 0.40 0.40 0.40 1.20 DADO 0..05 ZAPATA ARMADA CON VRS. No. 4 @ 18 cms. AMBOS SENTIDOS. ZAPATA ARMADA CON VRS. No. 4 @ 18 cms. AMBOS SENTIDOS. \A1;VARIABLE \A1;0.05 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0..05 CONTRATRABE CT-1 0.40 0.20 6 VARILLAS. No. 4 ESTRIBOS No. 2 @ 15 CM F'C=200 KG/CM2 CASTILLO K-1 4 VARILLAS. No. 3 ESTRIBOS No. 2 @ 15 CM F'C=200 KG/CM2 0.20 0.15 0.30 0.30 COLUMNA C-1 6 VARILLAS. No. 4 ESTRIBO No.2 @ 15 cms. F'C=200 KG/CM2 TRABE DE LIGA TL-1 4 VARILLAS. No. 4 ESTRIBOS No. 2 @ 20 CM F'C=200 KG/CM2 0.30 0.20 CASTILLO K-2 ARMEX 0.20 0.15 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.15 Rosales SUB-GERENTE NORTE 7.50 7.50 5 5 AV. DEL PALMAR BLVD. PABLO SALAZAR CALLE OAXACA \A1;20.00 \A1;20.00 \A1;7.50 \A1;7.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 0.3999999999068677 0.4000000004889444 AR-1 TUBO DE 3" DE d \A1;TUBO DE 1"1/2" DE d 0.3999999999068677 0.4000000004889444 AR-2 TUBO DE 2" DE d TUBO DE 1" DE d 3 0.1500000000000909 5 5 5 0.8000000000006366 Z-2 1.036176470589226 CADENA DE DESPLANTE (CD) VARS. No. 4 VARS. No. 4 @ 20 cm PLANTILLA CONCRETO f'C=100 kg/cm 2 AMBOS SENTIDOS Castillo <> <> <> <> K-1 2 VARS. No. 3 2 VARS. No. 3 E # 2 @ 15 cm <> <> <> <> K ARMEX - 4 <> <> <> <> C-1 8 VARS. No. 5 E # 3 @ 20 AL CENTRO E # 3 @ 10 cm 1/4 L. EXTREMOS <> <> <> <> D-1 8 VARS. No. 4 E # 3 @ 10 cm C-2 <> <> <> <> 2 VARS. No. 3 2 VARS. No. 3 EST. No. 2 @ 15 CM CD-2 <> <> <> <> 3 VARS. No. 4 3 VARS. No. 4 EST. No. 2 @ 15 CM CT-1 TL <> <> <> <> 2 VARS. No. 4 + 1 No. 3 EST. No. 2 @ 20 CM 2 VARS. No. 4 + 1 No. 3 2 VARS. No. 3 <> <> <> <> 3 VARS. No. 4 3 VARS. No. 4 EST. No. 2 @ 15 CM CD-1 2 VARS. No. 3 <> <> <> <> 2 VARS. No. 3 2 VARS. No. 3 EST. No. 2 @ 15 CM CD-2 C-2 COLUMNA METALICA CEDULA-20 5 DETALLE DE ZAPATA CORRIDA Z-1 5 5 5 Castillo 2 PLANTILLA CONCRETO f'C=100 kg/cm VARS. No. 4 @ 15 cm VARS. No. 3 @ 12 cm (CT-1) 5 5 5 CADENA DE DESPLANTE (CD-1) 5 5 0.4000000000003183 \A1; MATERIAL MEJORADO DETALLE DE ZAPATA AISLADA Z-2 5 5 5 2 PLANTILLA CONCRETO f'C=100 kg/cm VARS. No. 4 @ 15 cm VARS. No. 3 @ 12 cm 5 5 5 5 0.4000000000003183 MATERIAL MEJORADO DADO (D-1) COLUMNA METALICA (C-2) PLACA DE CONEXION CT-1 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.80 \A1;1.04 \A1;C \A1;C \A1;B \A1;B \A1;A \A1;A \A1;0.36 \A1;0.15 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.35 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.30 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.40 \A1;0.03 \A1;0.15 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.15 \A1;0.03 \A1;0.15 \A1;0.03 \A1;0.35 \A1;0.03 \A1;0.35 \A1;0.03 \A1;0.45 \A1;0.03 \A1;0.45 \A1;0.03 \A1;0.15 \A1;0.03 \A1;0.20 \A1;0.03 \A1;43.50 \A1;23.50 \A1;5.42 \A1;0.35 \A1;0.35 \A1;23.50 \A1;5.42 \A1;0.35 \A1;5.43 \A1;0.35 \A1;5.42 \A1;5.78 \A1;5.78 \A1;5.78 \A1;0.35 \A1;0.35 \A1;0.35 \A1;5.78 \A1;5.43 \A1;0.35 \A1;5.42 \A1;0.35 \A1;5.78 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.79 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.78 \A1;0.35 \A1;5.77 \A1;5.78 \A1;5.77 \A1;6.16 \A1;6.16 \A1;6.16 \A1;6.14 \A1;6.16 \A1;6.16 \A1;6.16 \A1;0.35 \A1;5.43 \A1;0.35 \A1;5.43 \A1;5.78 \A1;0.40 \A1;0.40 \A1;1.30 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.75 \A1;1.55 \A1;0.20 \A1;0.05 \A1;2.30 \A1;0.05 \A1;0.15 \A1;0.15 \A1;1.55 \A1;0.95 \A1;0.05 \A1; PLANTA DE CIMENTACION ESCALA.............................................................................................................1:75 NORTE SELLOS. CLAVE: C-01 SUPERFICIE LIBRE AREA A COSTRUIR P. B. SUP. DEL TERRENO UBICACION: PROYECTO: PROPIETARIO: PROYECTO: PLANO: AREA A CONSTRUIR P. A. ACOTACIONES: METROS ESCALA: 1:75 DIGITALIZO: FECHA: \W2.25439; CANCHA DE FULBL SALA OBRA NUEVA 0.00 M2 0.00 M2 0.00 M2 0.00 M2 CIMENTACION 2 2 2 2 % DE ACERO EN LA MISMA SECCIÓN. DOBLADO DE VARILLAS. GANCHOS Y DOBLECES. ACERO LA LONGITUD MINIMA EN ANCLAJE SERA DE 12 VECES EL DIAMETRO ACERO DE REFUERZO. CONCRETO LA LONGITUD MÍNIMA EN TRASLAPES, SERÁ DE 40 VECES EL DIAMETRO COMO MINIMO EL CONCRETO DEBERÁ VIBRARSE Y PICARSE CON VARILLAS PARA EXCLUIR EL AIRE Y OBTENER UN MEJOR COLADO; EN PIEZAS DE DIMENSIONES REDUCIDAS, SE GOLPEARÁ EL EXTERIOR DE LA LOS RECUBRIMIENTOS LIBRES EN LOS ELEMENTOS SON LOS SIGUIENTES: - EN ESTRIBOS Y VARILLAS EMPALMADAS, LOS DOBLECES SE HARÁN ALREDEDOR DE UN PERNO - LOS GANCHOS DE ANCLAJE DEBERÁN HACERSE ALREDEDOR DE UN PERNO QUE TENGA UN CIMBRA CUIDADOSAMENTE PARA FACILITAR EL ACOMODO DEL CONCRETO. EL TAMAÑO MÁXIMO DE AGREGADOS SERÁ DE 3/4". CADENAS Y CASTILLOS 2 CMS. LOSAS 2 CMS. DEBIENDO USAR SILLETAS METALICAS. EL COLADO DE CADA ELEMENTO ESTRUCTURAL DEBERÁ SER MONOLÍTICO. SE USARÁ CONCRETO CON RESISTENCIAS INDICADAS: - LAS VARILLAS EL No. 2 DEBERÁN SER DE Fy=2500 Kg/cm . QUE TENGA UN DIÁMETRO IGUAL O MAYOR A DOS VECES EL DIÁMETRO DE LA VARILLA. DIÁMETRO IGUAL O MAYOR A SEIS VECES EL DIÁMETRO DE LA VARILLA. - LAS VARILLAS EL No. 3 EN ADELANTE, DEBERÁN SER DE Fy=4200 Kg/cm . LAS LOSAS DE ENTREPISO Y AZOTEA TENDRÁN UN ESPESOR DE 12 CM. - LOSA DE ENTREPISO Y AZOTEA f'c=200 kg/cm . NO SE DEBERÁ TRASLAPAR MÁS DEL 50 - CADENAS, CASTILLOS f'c=200 kg/cm . - SE DOBLARÁN LAS VARILLAS EN FRÍO. CIMBRA SE CUIDARÁ QUE LA CIMBRA SE ENCUENTRE LIMPIA Y NIVELADA ANTES DEL COLADO. SE DEBERÁ HUMEDECER LA CIMBRA PREVIO AL COLADO. ANTES DE SER EMPLEADA EN CIMBRA, SE DEBERÁ APLICAR ACEITE A LA MADERA. GANCHOS 180° 7.62 20.32 15.24 11.43 15.24 D 3.81 5.72 7.62 11.43 15.24 30.48 22.86 40.64 C B 30.48 5.08 7.625 10.16 6.00 6.00 6.00 20.32 15.24 10.16 7.62 5.72 15.24 11.43 GANCHOS 90° 3.81 D C 10.16 B 7.62 C BARRA No. 4 6 8 2 3 4 8 6 3 C BARRA No. 2 21.22 31.84 42.45 11.98 17.97 14.95 A 34.09 25.57 15.92 10.61 A b d d b 1.2700 1.9050 2.5400 DIAMETRO DE LA BARRA 0.6350 0.9525 1.2700 2.5400 1.9050 0.9525 0.6350 DIAMETRO DE LA BARRA d d B b b D B D A A M E D I D A S M Í N I M A S R E C O M E N D A D A S P A R A G A N C H O S - LAS VARILLAS EL No. 4 EN ADELANTE, DEBERÁN SER DE Fy=4200 Kg/cm . 2 K Z-2 Z-1 D-1 C-2 Z-2 D-1 C-2 CT-1 CD-1 CT-1 CD-2 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 CT-1 CD-1 Z-1 Z-1 Z-1 Z-1 K K K K K-1 K-1 K-1 K K K K K K-1 K-1 K-1 C-2 C-2 K-1 K-1 K-1 K-1 K-1 K-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A B D E C 5 5 5 A B D E C 5 5 5 K K K K K K-1 K-1 K-1 K K K K K K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-1 C-1 K-1 K-1 K-1 K-1 C-1 C-1 C-1 \W6.53442; PIE DE MAQUETA \W4.47605; PLANTA ARQUITECTONICA \W6.49981; ESC..................................................1:100 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, cimentacion, construction, DETAIL, details, DWG, field, football, FOUNDATION, foundations, fundament, map, room, soccer