Foundation Multifamily Housing – Shoes DWG Detail for AutoCAD

Foundation Multifamily Housing – Shoes DWG Detail for AutoCAD

FOUNDATION HOUSE WITH BASEMENT MUTLIFAMILIAR 4 levels – PLANTS ESTRCUTURAS – DE FUNCDACIONES – DETAILS OF FOUNDATIONS

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

draw cad:, j. cori. r., draw cad:, j. cori. r., basement, store, foundation, esc., tank tank, nfp, cto. of machine, nfp, both senses, shoe box, grill type, both senses, both senses, both senses, both senses, column table, steel, stirrups, basement, floor, rooftop, floor, stirrups, steel, stirrups, steel, extrem., column section, level, extrem., both senses, nfp, concrete floor, secc., tank tank, tank floor, tank roof, nfp, concrete floor, nfp, secc., lightened slab, concrete floor, nfp, lightened slab, secc., nfp, nfp, secc., secc., scale, detail of section of foundations wall contension wall, nfp, section, esc .:, stairway detail, nfp, nfp, npt, section, section, npt, section, section, additional, concrete floor, eccentric, concrete floor, concentric, additional, connecting beam section, additional, concrete floor, centric, additional, foundation beam, foundation beam, additional, detail of reinforcement of columns columns connecting beam, blkex, additional, each end, concrete floor, additional, additional, foundation beam, foundation beam, connecting beam section, mts, junction box, in columns, diameter, steel splice in the beam of the light of the, spirals of continuous bars evenly spaced with spaces free of cm., detail of columns reinforcement foundation beam, esc., concentric, detail of anchorage of columns in last ceiling, additional, additional, esc., columns ………………………………… minimum hours., stripping, monolithically running shoes., armatures …………………………………. should not be welded., lateral beam slabs …………………………. minimum hours, background of beams slab alig. … days minimum, detailed dimension, hook, detailed dimension, dimension of hooks, diameter, standard hooks detail, dimension of hooks, dimension, detailed, dimension, me., hook, hook, cm. me., dimension, detailed, approx., hook, dimensions of stirrups mooring hooks, diameter, hook, hook, diameter, walls in tabiqueria, ltex cm., stone, stone big max of, ltex cm., secondary ltex cm., ltex main cm., slabs cm., cm, foundation, columns beams, slab lightened plates, concrete, load bearing force, concrete cycling in foundations, concrete cycle in surges, of structures, steel grade, thickness of joints in masonry, mortars, masonry compressive strength, Technical specifications

Raw text data extracted from CAD file:

DRAW CAD: J. Cori. R. 2.00 1.80 1.80 1.80 1.80 2.00 2.00 1.30 1.60 1.30 1.60 1.30 1.60 1.10 1.10 1.60 1.20 1.10 1.10 1.30 1.60 1.30 1.60 1.30 1.60 1.30 1.60 2.00 1.20 2.45 1.40 1.10 1.60 1.20 1.10 1.10 1.06 2.87 3.93 5.65 2.78 2.87 3.77 3.85 2.65 3.80 4.07 3.85 2.65 3.80 5.15 5.15 .30 .30 .35 .30 .30 .25 .35 .25 .35 .25 .30 .25 0.15 0.30 0.30 0.10 .075 0.50 0.80 0.75 0.10 0.30 0.10 0.20 2.35 0.20 0.30 0.30 0.10 .075 .70 0.50 0.20 .90 .10 2.35 0.75 0.35 .70 0.50 0.20 .90 .10 2.35 0.75 0.35 0.10 .075 0.15 0.30 0.25 0.10 0.60 0.25 0.10 0.60 0.25 0.15 0.10 0.30 0.60 .17 .28 .40 .40 .10 .70 .30 .50 1.50 .50 1.50 .10 .30 .30 .18 .28 .90 .90 .30 .30 .30 .30 .18 .28 .80 .80 .30 .30 .10 .30 .30 .18 .28 .80 .80 .30 .30 .30 .30 .18 .28 .80 .80 .30 .30 0.20 .30 .10 2.50 A .10 .075 H h .30 B 0.20 .10 2.50 H h .35 B 3.04 0.10 0.30 0.20 .10 3.04 H h .30 B 1/3 1/3 1/3 0.20 .25 .30 H .075 0.10 0.20 .25 .30 .25 DRAW CAD: J. Cori. R. . . . . . . SOTANO TIENDA CIMENTACION ESC. 1/50 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 VC-001 Ø1/2''@.18 Ø1/2''@.18 Ø1/2''@.18 Ø1/2''@.18 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 D D A A A A B B B B B B B B A A A A A A A A C C C C C C C C C C C C C C C C C C C C 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 VC-001 VC-001 VC-001 VC-001 Z-6 C-6 Z-5 C-5 Z-6 C-6 Z-3 C-3 Z-1 C-1 Z-3 C-3 Z-3 C-4 Z-2 C-2 Z-3 C-4 Z-3 C-4 Z-2 C-2 Z-3 C-4 Z-1 C-1 Z-3 C-3 A A VC-001 VC-001 VC-001 VC-001 VC-001 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 Ø1/2''@.20 TANQUE CISTERNA Z-6 C-6 Z-5 C-5 Z-7 C-6 Z-4 C-6 C-3 5 5 5 5 5 5 5 5 F F E E E E E E NFP =+0.10 NFP =-2.45 Cto. DE MAQUINA 5 5 5 5 5 5 A A' A 1 1' 2 3 5 5 5 5 5 5 5 5 5 5 B C D E F B C D E F 1 3 2 NFP =-2.45 Ø1/2''@.20 ambos sentidos Ø1/2''@.20 ambos sentidos CUADRO DE ZAPATAS TIPO A x B H h PARRILLA Z-1 Z-2 Z-3 Z-4 Ø1/2''@.18 ambos sentidos 2.00 x 2.00 1.30 x 1.60 2.45 x 1.20 0.60 0.60 0.60 1.70 1.70 1.80 x 1.80 2.00 Ø1/2''@.20 ambos sentidos Z-5 1.60 x 1.20 0.60 0.60 2.00 Ø1/2''@.20 ambos sentidos 1.70 Ø1/2''@.20 ambos sentidos Z-6 1.10 x 1.10 0.60 1.50 CUADRO DE COLUMNAS C-1 a x b ACERO ESTRIBOS SOTANO Y 2do. Y 3er. PISO Y AZOTEA 4to. PISO ESTRIBOS ACERO a x b ESTRIBOS ACERO a x b 4Ø5/8" + 4Ø1/2" C-2 C-3 .30 x .30 Ø3/8'', 7@.05, 4@.10, 2@.15, Rto.@.20, C/ EXTREM. C-4 5 5 SECCION DE COLUMNAS NIVEL Ø3/8'', 7@.05, 4@.10, 2@.15, Rto.@.20, C/ EXTREM. Ø3/8'', 7@.05, 4@.10, 2@.15, Rto.@.20, C/ EXTREM. 8 Ø 5/8" .30 x .30 .30 x .30 .30 x .25 .30 x .25 .30 x .25 6Ø5/8"+4Ø1/2" 1er.PISO 10 Ø 5/8" .35 x .25 .35 x .30 .35 x .30 .35 x .25 5 5 10 Ø 5/8" 5 5 .35 x .25 .35 x .30 6Ø5/8" 4Ø5/8"+4Ø1/2" 4Ø5/8" 5 5 10 Ø 5/8" 4Ø5/8" + 4Ø1/2" 8 Ø 5/8" 10 Ø 5/8" 6Ø5/8" 4Ø1/2" 6Ø5/8"+2Ø1/2" 4Ø5/8"+2Ø1/2" 4Ø5/8" .35 x .25 .35 x .25 .35 x .25 4Ø5/8" + 4Ø1/2" 8 Ø 5/8" C-5 5 5 8Ø5/8" .30 x .25 .30 x .25 .30 x .25 4Ø5/8" + 2Ø1/2" 6 Ø 5/8" 6 Ø 5/8" C-6 6Ø5/8" 5 5 2Ø1/2" 6Ø5/8" + 2Ø1/2" Ø1/2''@.20 ambos sentidos Z-7 1.10 x 1.40 0.60 1.50 NFP = +0.10 Ø3/8'',5@.05,3@.10,1@.15,R@.20 <> .075 SOLADO DE CONCRETO 0.50 5 Ø1/2''@.30 Ø1/2''@.30 5 Ø3/8''@.30 5 SECC. D-D TANQUE CISTERNA Ø3/8''@.30 5 Ø3/8''@.30 5 0.20 5 0.20 Ø3/8''@.30 5 PISO CISTERNA TECHO CISTERNA 5 5 Ø3/8''@.30 5 NFP = -2.45 5 VC-001 Ø3/8'',5@.05,3@.10,1@.15,R@.20 <> .075 .70 SOLADO DE CONCRETO 0.50 0.20 .90 .10 5 Ø1/2''@.30 Ø1/2''@.30 5 5 Ø3/8''@.30 NFP = +0.10 NFP = -2.45 SECC. A-A LOSA ALIGERADA Ø3/8'',5@.05,3@.10,1@.15,R@.20 <> .075 .70 SOLADO DE CONCRETO 0.50 0.20 .90 .10 5 Ø1/2''@.30 Ø1/2''@.30 5 5 Ø3/8''@.30 NFP = +0.10 NFP = -2.45 LOSA ALIGERADA SECC. B-B 5 5 VC-001 VC-001 5 5 5 VC-001 NFP = -2.45 5 5 5 VC-001 NFP = +0.10 SECC. C-C SECC. E-E 5 5 5 5 5 VC-001 SECC. F-F ESCALA : 1/25 DETALLE DE SECCION DE CIMIENTOS CORRIDOS Y MURO DE CONTENSION NFP = +0.10 -15 -14 -13 -12 -03 -02 -01 1ro. TRAMO ESC.: 1:25 S/C= 400 Kg/m2 DETALLE DE ESCALERA 5 .28 5 5 5 5 NFP = -2.45 5 5 5 5 5 e=0.15 Ø3/8''@.25 Ø1/2''@.20 Ø1/2''@.20 -10 -09 -07 -06 -05 00 -04 -08 -11 NFP = + 0.10 5 NPT = ±0.00 00 01 5 Ø1/2''@.20 Ø3/8''@.25 Ø3/8''@.25 Ø3/8''@.25 5 5 5 5 5 .18 .28 e=0.15 02 03 04 05 06 07 08 2do. TRAMO Ø1/2''@.20 08 09 10 11 12 13 15 5 Ø1/2''@.20 Ø3/8''@.25 Ø3/8''@.25 Ø3/8''@.25 5 5 5 5 5 .18 .28 e=0.15 14 3ro. TRAMO Ø1/2''@.20 Ø1/2''@.20 Ø3/8''@.25 5 NPT = ±0.00 15 16 17 18 19 20 22 5 Ø1/2''@.20 Ø3/8''@.25 Ø3/8''@.25 Ø3/8''@.25 5 5 5 5 5 .18 .28 e=0.15 21 4to., 6to., 8vo. y 10mo. TRAMO Ø1/2''@.20 Ø1/2''@.20 Ø3/8''@.25 22 23 24 27 28 29 31 5 Ø1/2''@.20 Ø3/8''@.25 Ø3/8''@.25 Ø3/8''@.25 5 5 5 5 5 .18 .28 e=0.15 30 5to., 7mo.Y 9no. TRAMO Ø1/2''@.20 Ø1/2''@.20 Ø3/8''@.25 25 26 0.20 5 adicionales Ø3/8'',7@.05,3@.10,2@.15,R@.20 .10 2.50 A <> .075 SOLADO DE CONCRETO EXCENTRICA H h 5 Ø3/8'',7@.05,3@.10,2@.15,R@.20 SOLADO DE CONCRETO CONCENTRICA B adicionales SECCION DE VIGA DE CONEXION 5 5 6 Ø 5/8'' Ø1/2''@.20 Ø1/2''@.20 adicionales adicionales NFP=-1.16 NFP=-1.16 0.20 .10 2.50 H h 5 Ø3/8'',7@.05,3@.10,2@.15,R@.20 SOLADO DE CONCRETO CENTRICA B adicionales VIGA DE CIMENTACION Ø3/8'',5@.05,3@.10,1@.15,R@.20 2 Ø 5/8'' 2 Ø 5/8'' VIGA DE CIMENTACION Ø3/8'',5@.05,3@.10,1@.15,R@.20 Ø1/2''@.20 adicionales NFP=-1.16 3.04 DETALLE DE ARMADO DE ZAPATAS , COLUMNAS Y VIGA DE CONECCION H B \fSwis721 BlkEx BT|b0|i0|c0|p34;EXCENTRICA Ø5/8''@.20 .075 5 A 5 adicionales 5 5 2 Ø3/8'',7@.05,4@.10,2@.15,R@.20 Cada Extremo NFP=+0.10 0.20 .10 3.04 H h 5 Ø3/8'',7@.05,3@.10,2@.15,R@.20 SOLADO DE CONCRETO B adicionales 2 Ø 5/8'' Ø1/2''@.20 adicionales NFP=+0.10 VIGA DE CIMENTACION Ø3/8'',5@.05,3@.10,1@.15,R@.20 VIGA DE CIMENTACION Ø3/8'',5@.05,3@.10,1@.15,R@.20 SECCION DE VIGA DE CONEXION 5 5 6 Ø 5/8'' L ( mts ) CUADRO DE EMPALME EN COLUMNAS DIAMETRO 5/8 " 3/4 " 1/2 " 0.70 0.55 0.45 TRAMO DE EMPALME DE ACERO EN LA VIGA (en los 2/3 de la luz de la columna) 1/3 1/3 1/3 .25 Espirales de barras continuas espaciadas uniformemente con d 1/4".Con espacios libres de 4 cm. 5 DETALLE DE ARMADO DE ZAPATAS, COLUMNAS Y VIGA DE CIMENTACION ESC. 1/25 CONCENTRICA DETALLE DE ANCLAJE DE COLUMNAS EN ULTIMO TECHO adicional adicionales .20 .21 .21 ESC. S/E Columnas ....................................... 24 horas mínimo. DESENCOFRADO Zapatas Zc y cimiento corrido ( c/c ) Monolíticamente. Armaduras ........................................ - no deben soldarse. Lateral de vigas y losas ............................... 24 horas mínimo Fondo de vigas y losa alig. ........................ 20 dias mínimo . . . DIMENSION DETALLADA GANCHO A o´ G 4 d b b d J DIMENSION DETALLADA d b 180º 90º Di D1 D2 A o´G 12d DIMENSION DE GANCHOS DIAMETRO DETALLE DE GANCHOS STANDARD 7.50 12.7 10.2 3/8 " 5/8 " 1/2 " 12.5 17.8 15.2 A o´d J (cm) D (cm) 5.70 7.60 9.50 20.3 3/4 " 15.2 11.4 180º (G40 y G60) DIMENS. DE GANCHOS 90º (G40 y G60) A o´d 15.2 20.3 11.4 30.5 9.50 7.60 5.70 D (cm) 25.4 D D . b 6d A o´G d b 90º DIMENSION DETALLADA DETALLADA DIMENSION 135º b d H 6d ó6cm. mim. b D D A o´G GANCHO . . GANCHO A o´G D D b 10d ó 6.5 cm. mim. H d b 135º (sismico) DIMENSION DETALLADA Aprox. M (cm) 6.4 7.6 9.5 11.4 GANCHO 135º 19.7 30.5 3/4 " 11.4 14.0 11.4 10.2 5.1 6.4 3.8 1/2 " 5/8 " 3/8 " 11.4 15.2 10.2 DIMENSIONES DE ESTRIBOS Y GANCHOS DE AMARRE DIAMETRO GANCHO 90º D (cm) A o´d (cm.) A o´d (cm.) H A o´d (cm.) D (cm) GANCHO 135º DIAMETRO 12.7 20.3 16.5 3/8 " 5/8 " 1/2 " 3.8 6.4 5.1 8.9 11.4 14.0 11.4 3/4 " 27.3 16.5 1:4 MUROS ESTRUCTURALES,1:5 EN TABIQUERIA \fSwis721 LtEx BT|b0|i0|c0|p34;ESCALERAS = 2.50 cm. 1:8+25 % PIEDRA MEDIANA MAXIMA DE 3" 1:10+30 % PIEDRA GRANDE MAXIMA DE 6" \fSwis721 LtEx BT|b0|i0|c0|p34;ZAPATAS = 7.50 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;COLUMNAS = 2.50 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;VIGAS SECUNDARIAS = 3.00 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;VIGAS PRINCIPALES = 4.00 cm. LOSAS Y ALIGERADOS= 2.50 cm. 1.50 Cm.. Qt 1.80 Kg/cm2 Fy = 4 200 KG/cm2 f m = 55 KG / cm2 CIMENTACION F°c = 175 Kg/m2 COLUMNAS Y VIGAS LOSA ALIGERADA Y PLACAS F°c = 210 Kg/m2 F°c = 200 Kg/m2 CONCRETO ESFUERZO PORTANTE DE TERRENO CONCRETO CICLOPEO EN CIMIENTOS CONCRETO CICLOPEO EN SOBRECIMIENTOS R E C U B R I M I E N T O S DE ESTRUCTURAS ACERO GRADO 60 ESPESOR DE JUNTAS EN ALBAÑILERIA MORTEROS RESISTENCIA DE COMPRESION DE ALBAÑILERIA ESPECIFICACIONES TECNICAS VA-001 VA-001 VE-101 VE-101 VE-101 VE-101,201, 301,401 VA-203, 303,403 VE-201 ,301,401 VA-203, 303,403 2 Ø 5/8''

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, basement, de, DETAIL, details, DWG, FOUNDATION, foundations, fundament, house, Housing, levels, multifamily, plants, shoe, shoes