Reiforced Concrete DWG Detail for AutoCAD

Reiforced Concrete – Details

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

diam., type of anchor, standard, diam., detail, armed eave, its T., scale, armed portico type, stirrups, Stirrup concentration:, stirrups, detail, beam, stirrups, detail, stirrups, concentration, of stirrups, detail, beam, its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., detail shoe of wall, shoe wall block, Canes, detail shoe of columns, its T., its T., details of lintels, its T., its T., column detail, stair ramp detail, its T., note: all the steel in the mezzanine is except as indicated in the plan, general data, concrete, steel, efforts in the materials, Canes, shoe wall block, detail shoe of columns, its T., its T., details of lintels, detail shoe of wall, its T., its T., column detail, column detail, its T., column detail, eccentric shoe detail, shoe detail, its T., inverted beam, inv., its T., its T., its T., its T., its T., support for, inv., vain, its T., stair ramp detail, its T., its T., support for, its T., vain, its T., note: all the steel in the mezzanine is except as indicated in the plan, general data, steel, concrete, efforts in the materials, its T., column detail, column detail, its T., inv., its T., its T., its T., support for, its T., its T., its T., support for, vain, vain, support for, detail shoe of wall, Canes, shoe wall block, its T., its T., its T., its T., support for, vain, its T., vain, support for, vain, its T., support for, vain, its T., support for, vain, structural details, its T., its T., its T., its T., its T., its T., its T., support for, vain, its T., its T., support for, vain, its T., its T., its T., support for, its T., vain, its T., detail shoe of wall, detail shoe of columns, detail shoe of wall, its T., shoe wall block, Canes, its T., its T., column detail, its T., Canes, shoe wall block, its T., diameter., column of cms., column detail, its T., its T., its T., its T., its T., its T., vain, support for, its T., vain, support for, its T., its T., details of lintels, its T., stair ramp detail, its T., its T., support for, its T., vain, its T., support for, its T., vain, its T., details of lintels, its T., its T., note: all the steel in the mezzanine is except as indicated in the plan, efforts in the materials, concrete, steel, general data, detail shoe of columns, its T., its T., its T., column detail, its T., column detail, its T., column detail, its T., shoe wall block, Canes, shoe wall block, detail shoe of wall, detail shoe of wall, Canes, column detail, its T., column of cms., diameter., its T., its T., its T., its T., its T., inv., its T., its T., inv., its T., its T., stair ramp detail, column detail, detail shoe of columns, its T., column detail, column of cms., its T., diameter., detail shoe of wall, shoe wall block, Canes, its T., column detail, its T., detail shoe of columns, Canes, shoe wall block, detail shoe of wall, its T., its T., details of lintels, its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., its T., support for, its T., vain, its T., inv., its T., its T., its T., its T., support for, vain, detail shoe of columns, detail of columns, its T., detail shoe of wall, shoe wall block, Canes, its T., detail shoe of columns, detail of columns, diameter., cm column

Raw text data extracted from CAD file:

0.40 0.40 0.40 0.40 10 diam. 65mm \FARIALBD.TTF;\LDETALLE TIPO DE ANCLAJE \FARIALBD.TTF;\LGANCHOS STANDARD 0.40 0.40 0.40 0.40 10 diam. 65mm 30 3,5 3,5 15 30 3,5 5 DETALLE 2 Armado Alero 10 2d12 3,5 3,5 4d12 3,5 Est. d6 a 20 30 3,5 15 3,5 LbII=46 3,5 3,5 30 30 3,5 LbII=46 Escala 1:20 4d16 ARMADO PORTICO TIPO 17-18 y 19-20 5 Estribos d6 a 10 Concentración de estribos: Estribos d6 a 20 17 19 5 DETALLE 2 10 5 5 LbI=32 8d16 3,5 LbI=32 LbI=32 4d16 4d16 VIGA 40x30 Estribos d6 a 20 DETALLE 2 18 20 8d16 Estribos d6 a 20 Estribos d6 a 20 LbI=32 4d16 Concentración de estribos DETALLE 1 3,5 Ls=46 4d16 VIGA 40x30 4d16 V-2E EST. 3/8"@0.15 2 3/8" 3 1/2" 3.90 0.20 0.12 0.30 3 1/2" 2 3/8" EST. 3/8"@0.15 V-3 EST. 3/8"@0.18 2 3/8" 3 1/2" 3.15 0.15 0.10 0.30 3 1/2" 2 3/8" EST. 3/8"@0.18 V-4 2.70 3 1/2" 2 3/8" EST. 3/8"@0.18 0.30 0.10 0.15 EST. 3/8"@0.18 3 1/2" 2 3/8" 3 1/2" 4.10 2 3/8" EST. 3/8"@0.19 0.30 0.15 3 1/2" 0.12 EST. 3/8"@0.19 2 3/8" V-5 V-E4 5.70 3 1" EST. 3/8"@0.24 2 3/8" 0.40 0.13 EST. 3/8"@0.24 0.20 3 1" 2 3/8" 3.60 V-1 3 1/2" EST. 3/8"@0.18 2 3/8" 0.15 3 1/2" 2 3/8" EST. 3/8"@0.18 0.30 0.10 V-2 EST. 3/8"@0.23 2 3/8" 4 1/2" 4.15 0.15 EST. 3/8"@0.19 4 1/2" 2 3/8" 0.30 0.12 EST. 3/8"@0.19 4 1/2" 4.15 4 1/2" 0.15 0.30 2 3/8" V-2 0.12 EST. 3/8"@0.18 2 3/8" 2 3/8" 0.15 0.30 3 1/2" V-2 0.10 3 1/2" D > 1.50L L = 0.30 EST. 3/8"@0.18 3/8" @ 0.25 0.80 4 3/8" 0.25 0.25 DETALLE ZAPATA DE MURO ZAPATA MURO BLOCK DE 6" BASTONES 3/8"@0.60 DETALLE ZAPATA DE COLUMNAS Z-1 EST. 1/4"@0.20 2 3/8"+1 1/2" EST. 1/4"@0.20 L>1.50MT. 0.20 0.20 2 3/8" 0.20 0.20 2 3/8" 2 3/8" 9 3/8" 9 3/8" 0.20 0.15 0.90 0.90 Z-1 0.25 DETALLES DE DINTELES L<1.50MT. 1/2" @ 0.16 EST. 3/8"@0.25 3 3/8" 0.50 EST. 3/8"@0.15 DETALLE DE COLUMNA C-1 0.15 0.15 4 1/2" DETALLE DE RAMPA DE ESCALERA 3/8" @ 0.25 0.14 EST. 3/8"@0.18 EST. 3/8"@0.13 EST. 3/8"@0.13 EST. 3/8"@0.18 EST. 3/8"@0.18 EST. 3/8"@0.18 EST. 3/8"@0.13 EST. 3/8"@0.13 EST. 3/8"@0.18 EST. 3/8"@0.18 NOTA: TODO EL ACERO EN EL ENTREPISO ES DE 3/8" @ 0.25 SALVO LO INDICADO EN EL PLANO DATOS GENERALES a) CONCRETO F'c=180Kg/cm2 b) ACERO F'y=2800kg/cm2 ESFUERZOS EN LOS MATERIALES h=0.12mts. 3/8" @ 0.25 BASTONES 3/8"@0.60 ZAPATA MURO BLOCK DE 6" DETALLE ZAPATA DE COLUMNAS Z-1, Z-2 5 3/8" L>1.50MT. 2 3/8" 2 3/8"+1 1/2" EST. 1/4"@0.20 0.20 0.20 2 3/8" 2 3/8" EST. 1/4"@0.20 0.20 0.20 0.15 0.15 5 3/8" 0.90 7 1/2" 0.90 Z-1 0.25 DETALLES DE DINTELES L<1.50MT. DETALLE ZAPATA DE MURO EST. 3/8"@0.25 3 3/8" 0.45 0.25 EST. 3/8"@0.15 DETALLE DE COLUMNA C-1 0.15 0.20 1.00 6 1/2" 1.90 0.15 0.15 Z-2 0.25 4 1/2" 1/2" @ 0.16 0.80 4 3/8" 0.25 DETALLE DE COLUMNA C-2 EST. 3/8"@0.20 0.30 0.15 6 3/8" DETALLE DE COLUMNA C-1 0.60 20 3/4" DETALLE DE ZAPATA EXCENTRICA 0.30 22 3/4". 6 3/4" 3/8@0.15 1.30 Z-1 1.30 20 3/4" 22 3/4". 0.35 0.35 1.30 10 1/2"A.D. 10 1/2"A.D. 1.45 0.25 1.45 DETALLE DE ZAPATA Z-1 Z-1 0.15 EST. 3/8"@0.20 0.20 6 1/2" VIGA INVERTIDA 0.12 0.28 0.15 V-2E V-2T INV. EST. 3/8"@0.16 0.25 EST. 3/8"@0.16 2 3/4" 2 3/8" 4.20 EST. 3/8"@0.13 3 1/2" V-3T 2.00 2 3/4" 2 3/4" 4.00 0.15 0.24 0.11 2 3/8" EST. 3/8"@0.13 3 1/2" 0.25 0.10 4.50 0.10 2 3/8" 2 3/4" 2 3/4" EST. 3/8"@0.16 0.15 APOYO 2 3/4" 0.15 V-1T INV. 2 3/8" 2 3/4" 2 3/4" VANO 2 3/8" 0.25 EST. 3/8"@0.16 DETALLE DE RAMPA DE ESCALERA 3/8" @ 0.25 3 1/2" 3.50 0.14 3 1/2" EST. 3/8"@0.16 0.10 0.15 2 3/4" 3.70 2 3/8" 2 3/4" 2.50 2 3/4" 3.50 EST. 3/8"@0.18 2 1/2" 2 3/4" 2 3/4" 2 3/4" APOYO 2 1/2" 2 3/8" 2 3/4" EST. 3/8"@0.18 0.15 0.25 0.10 0.15 2 3/4" 2 1/2" VANO EST. 3/8"@0.18 0.25 0.10 NOTA: TODO EL ACERO EN EL ENTREPISO ES DE 3/8" @ 0.25 SALVO LO INDICADO EN EL PLANO DATOS GENERALES b) ACERO F'y=2800kg/cm2 a) CONCRETO F'c=180Kg/cm2 ESFUERZOS EN LOS MATERIALES h=0.12mts. EST. 3/8"@0.20 DETALLE DE COLUMNA C-3 0.20 DETALLE DE COLUMNA C-1 0.20 4 1/2" 0.30 2 3/4" EST. 3/8"@0.13 EST. 3/8"@0.18 V-4T=V-4T INV. 2 3/8" 4.80 4 3/4" V-2T 2 1/2" 5.80 0.28 0.12 0.15 0.12 0.18 0.15 2.70 3 3/4" 0.12 0.18 0.15 4 3/4" EST. 3/8"@0.18 EST. 3/8"@0.18 2 1/2" V-10E 5.00 3 3/4" V-7E 2 1/2" 5.00 0.28 0.12 0.20 0.18 0.20 4.80 3 1" 0.12 0.18 0.20 0.12 0.20 3 1"+2 1/2" 2 1/2" EST. 3/8"@0.18 EST. 3/8"@0.13 2 1/2" 3.00 2 1/2" V-4E V-1E 2 1/2" 2 1/2" 2 1/2" 1.50 3.00 2 1/2" 0.12 0.18 0.20 0.18 0.12 6.20 0.20 0.12 0.28 EST. 3/8"@0.13 3.00 3.00 0.20 0.20 0.18 0.12 APOYO 3 3/4" 2 3/4" 2 1/2" EST. 3/8"@0.18 EST. 3/8"@0.13 EST. 3/8"@0.13 EST. 3/8"@0.13 7 3/4" V-2XT EST. 3/8"@0.13 3 1/2" 2 1/2" 2 3/4" 2 3/4" 6 3/4" 4.90 V-2YT EST. 3/8"@0.13 4.90 6 3/4" 7 3/4" APOYO 0.12 0.0.18 2 1/2" 4 3/4" VANO 0.18 0.12 0.20 6 3/4" 7 3/4" 2 3/4" 6 3/4" 4.90 0.12 0.18 0.20 6 3/4" 2 3/4" VANO 2 3/4" 2 3/8" 0.15 0.12 0.23 3 3/4" APOYO 2 1/2" 2 1" 0.25 DETALLE ZAPATA DE MURO BASTONES 3/8"@0.60 ZAPATA MURO BLOCK DE 8" EST. 3/8"@0.25 0.60 5 3/8" 2 1/2" 2 1/2" EST. 3/8"@0.18 EST. 3/8"@0.18 2 1"+1 1/2" 2 1"+1 1/2" EST. 3/8"@0.18 EST. 3/8"@0.18 EST. 3/8"@0.18 EST. 3/8"@0.18 3 3/4" V-5T 2 3/4" 2 3/8" 4 3/4" 2 1/2" 3 3/4" EST. 3/8"@0.18 4.80 3.50 3 3/4" 2 1" 2 1/2" V-3T 2 1/2" APOYO 4 3/4" VANO EST. 3/8"@0.18 3.70 3 3/4" 2 1/2" 2 1" 3 3/4" 3 3/4" 5.10 VANO 0.15 0.23 0.12 4 3/4" 2 1/2" 0.15 0.12 0.28 2 1/2" 2 1" 3 3/4" 5.80 0.12 2 1/2" 0.15 0.28 4 3/4" APOYO VANO 3 1" V-11E 4 3/4" 2 1/2" 3 3/4" 2 1/2" EST. 3/8"@0.18 4 1" 5.70 V-8E 3 3/4" APOYO 2 1/2" VANO 2 1/2" EST. 3/8"@0.18 2 1"+1 1/2" 4.90 2 1/2" 3 1" 3 1" 0.20 0.12 0.28 4 1" 2 1/2" 0.20 0.23 2.70 0.20 0.23 0.12 2 1/2" APOYO 0.12 0.20 2 1/2" VANO DETALLES ESTRUCTURALES EST. 3/8"@0.18 2 1/2" V-1T 2 1" 4.80 0.15 0.12 0.28 2 1/2" EST. 3/8"@0.18 2 1" EST. 3/8"@0.18 2 1/2" V-1T 2 1" 4.80 EST. 3/8"@0.18 2 1/2" V-9E 3.50 3 3/4" 0.15 0.28 0.12 EST. 3/8"@0.18 2 1" 2 1/2" 0.20 0.20 0.28 0.12 EST. 3/8"@0.18 3 3/4" 2 1/2" EST. 3/8"@0.15 EST. 3/8"@0.13 EST. 3/8"@0.13 APOYO 2 1/2" 2 1/2" 2 1/2" VANO 2 1/2" 2 1/2" 3.00 EST. 3/8"@0.13 2 3/8" 2 1/2" V-2E V-5E 3 1"+2 1/2" 2 1/2" 5.80 3 1" EST. 3/8"@0.15 2 1/2" 2.80 0.18 0.12 0.20 2 1/2" 2 3/8" APOYO 0.12 0.18 VANO 2 3/8" 2 1/2" 0.20 3 1" 0.28 0.12 2 1/2" EST. 3/8"@0.13 2 1/2" 2 1" 3.80 5.20 2 1/2" 2 1/2" EST. 3/8"@0.18 V-6E V-3E 2 1" 5.00 0.20 0.12 0.18 0.12 0.18 EST. 3/8"@0.13 2 1/2" 2 1/2" 2 1" APOYO EST. 3/8"@0.13 2 1/2" 2 1" VANO 0.20 0.28 0.12 2 1" EST. 3/8"@0.18 2 1/2" 9 1/2"A.D. 2 1/2" 4.00 2 3/4" 2 1/2" DETALLE ZAPATA DE MURO DETALLE ZAPATA DE COLUMNAS Z-1, Z-2 Y Z-3 9 1/2"A.D. 0.30 @0.19 0.30 9 1/2"A.D. 1.70 Z-1 0.25 0.25 9 1/2"A.D. 1.70 6 1/2"A.D. @0.33 6 1/2"A.D. 9 1/2"A.D. 0.30 0.20 1.85 @0.13 1.25 0.75 0.60 Z-2 0.75 5 3/8" DETALLE ZAPATA DE MURO EST. 3/8"@0.25 ZAPATA MURO BLOCK DE 8" BASTONES 3/8"@0.60 0.25 EST. 3/8"@0.20 5 3/8" 0.25 0.20 6 3/8"A.D. 6 3/8"A.D. @0.20 0.20 1.20 1.20 Z-3 0.60 0.75 EST. 3/8"@0.20 DETALLE DE COLUMNA C-2 0.30 4 3/4" 4 1/2"+2 3/8" EST. 3/8"@0.20 0.30 0.20 BASTONES 3/8"@0.60 ZAPATA MURO BLOCK DE 6" 0.25 EST. 3/8"@0.20 DE DIAMETRO. COLUMNA DE 20.00 Cms. DETALLE DE COLUMNA C-2 6 1/2" 0.15 V-2E V-2T V-1E V-1T 2 3/8" 3 1/2" 4.20 EST. 3/8"@0.13 2 1/2" 4.00 EST. 3/8"@0.18 2 1" 0.15 0.10 0.20 2 3/8" EST. 3/8"@0.13 3 1/2" 0.20 0.28 0.12 2 1/2" EST. 3/8"@0.18 2 1" 3.80 3 1/2" EST. 3/8"@0.16 3 1/2" 4.00 2 1/2" 2 1/2" 2 1/2" 3.20 2 1/2" 2 3/4" EST. 3/8"@0.18 4.00 2 1/2" 2 3/4" 4.00 VANO 2 1/2" 3 1/2" 3 1/2" 2 1/2" APOYO 2 1/2" EST. 3/8"@0.16 EST. 3/8"@0.16 0.10 0.25 0.15 0.10 0.25 0.20 VANO 2 3/4" 2 1/2" 2 1/2" 2 3/4" 2 3/4" APOYO EST. 3/8"@0.18 EST. 3/8"@0.18 0.12 0.28 0.20 0.28 0.12 V-3T 4.00 3 1/2" V-3E 0.20 EST. 1/4"@0.20 0.15 2 3/8"+1 1/2" L>1.50MT. 0.15 2 3/8" 2 3/8" DETALLES DE DINTELES 0.20 L<1.50MT. EST. 1/4"@0.20 2 3/8" 0.15 DETALLE DE RAMPA DE ESCALERA 3/8" @ 0.25 0.80 0.25 4 3/8" 3/8" @ 0.25 1/2" @ 0.15 0.14 4.00 2 1/2" EST. 3/8"@0.16 0.10 0.25 0.10 0.25 2 1/2" 4.00 3 1/2" EST. 3/8"@0.18 2 1/2" 4.00 0.28 0.12 2 1/2" 0.28 0.12 2 3/4" 2 1/2" 2 1/2" APOYO EST. 3/8"@0.16 0.15 2 1/2" VANO 2 3/4" EST. 3/8"@0.16 0.20 2 1/2" 3 1/2" APOYO 2 1/2" EST. 3/8"@0.18 0.20 3 1/2" 2 1/2" VANO EST. 3/8"@0.18 DETALLES DE DINTELES 3 3/8" EST. 1/4"@0.20 2 3/8" EST. 1/4"@0.20 3 1/2" 2 3/8" 0.75 0.25 1.20 NOTA: TODO EL ACERO EN EL ENTREPISO ES DE 3/8" @ 0.25 SALVO LO INDICADO EN EL PLANO h=0.12mts. ESFUERZOS EN LOS MATERIALES a) CONCRETO F'c=180Kg/cm2 b) ACERO F'y=2800kg/cm2 DATOS GENERALES 1.25 0.20 @0.13 DETALLE ZAPATA DE COLUMNAS Z-1, Z-2 Y Z-3 9 1/2"A.D. 9 1/2"A.D. 0.30 0.30 @0.19 1.70 1.70 0.25 6 1/2"A.D. @0.33 0.30 9 1/2"A.D. 6 1/2"A.D. Z-1 0.75 EST. 3/8"@0.25 0.60 0.25 6 3/8"A.D. 1.85 0.25 6 3/8"A.D. @0.20 0.20 0.20 1.20 0.60 0.75 Z-2 EST. 3/8"@0.20 Z-3 0.25 EST. 3/8"@0.20 DETALLE DE COLUMNA C-1 EST. 3/8"@0.20 DETALLE DE COLUMNA C-3 0.20 0.20 4 1/2" 0.30 EST. 3/8"@0.20 DETALLE DE COLUMNA C-2 0.30 0.30 4 3/4" 0.20 4 1/2"+2 3/8" 0.30 0.15 o 0.20 L>1.50MT. 0.30 0.15 o 0.20 EST. 3/8"@0.18 2 1/2" ZAPATA MURO BLOCK DE 6" BASTONES 3/8"@0.60 ZAPATA MURO BLOCK DE 8" DETALLE ZAPATA DE MURO 5 3/8" DETALLE ZAPATA DE MURO 5 3/8" BASTONES 3/8"@0.60 V-7T DETALLE DE COLUMNA C-2 EST. 3/8"@0.20 COLUMNA DE 20.00 Cms. 6 1/2" DE DIAMETRO. L<1.50MT. 0.15 5.80 4 3/4" 0.28 0.12 EST. 3/8"@0.18 2 1/2" 4 3/4" V-1E 2 3/4"+2 1/2" EST. 3/8"@0.16 3.70 2 3/8" 2 3/4"+2 1/2" EST. 3/8"@0.16 0.23 0.15 0.12 2 3/8" V-2E=V-1T 3.10 2 3/4" EST. 3/8"@0.16 2 3/8" EST. 3/8"@0.16 2 3/4" 2 3/8" 0.23 0.15 0.12 V-3E INV. 3.70 2 3/4"+2 1/2" EST. 3/8"@0.16 2 3/8" EST. 3/8"@0.16 2 3/4"+2 1/2" 2 3/8" 0.28 0.15 0.12 V-4E INV. EST. 3/8"@0.16 2 3/4"+2 1/2" 3.10 2 3/8" 0.28 0.12 0.15 2 3/4"+2 1/2" EST. 3/8"@0.16 2 3/8" DETALLE DE RAMPA DE ESCALERA 3/8" @ 0.25 0.80 3/8" @ 0.25 0.25 4 3/8" 8 3/4" 0.15 3/8" @ 0.25 0.15 DETALLE DE COLUMNA C-1 8 3/8" 0.15 Z-1 DETALLE ZAPATA DE COLUMNAS Z-1 0.15 8 3/8" 0.80 0.80 0.25 0.20 EST. 3/8"@0.15 4 1/2" DETALLE DE COLUMNA C-2 COLUMNA DE 20.00 Cms. EST. 3/8"@0.20 DE DIAMETRO. 6 1/2" DETALLE ZAPATA DE MURO 5 3/8" ZAPATA MURO BLOCK DE 6" BASTONES 3/8"@0.60 EST. 3/8"@0.25 0.50 0.25 8 3/8" 8 3/8" 0.20 0.20 DETALLE DE COLUMNA C-1 0.15 0.80 0.25 0.80 Z-1 4 1/2" EST. 3/8"@0.15 0.15 DETALLE ZAPATA DE COLUMNAS Z-1 BASTONES 3/8"@0.60 ZAPATA MURO BLOCK DE 6" DETALLE ZAPATA DE MURO EST. 3/8"@0.25 5 3/8" 0.50 0.25 0.30 0.15 3 1/2" EST. 1/4"@0.20 2 3/8" L > 1.50MT. 0.30 DETALLES DE DINTELES 2 3/8" EST. 1/4"@0.20 2 3/8" 0.15 L < 1.50MT. VE-12 EST. 3/8"@0.25 2 3/8" 4 3/4" 2.95 0.20 0.12 0.40 4 3/4" 2 3/8" EST. 3/8"@0.25 VE-13 2.30 4 3/4" 2 3/8" EST. 3/8"@0.25 0.40 0.12 0.20 EST. 3/8"@0.25 4 3/4" 2 3/8" 2 3/4" 4.20 2 3/8" EST. 3/8"@0.25 0.40 0.20 2 3/4" 0.12 EST. 3/8"@0.25 2 3/8" VE-10 V-3 5.70 3 1" EST. 3/8"@0.24 2 3/8" 0.40 0.13 EST. 3/8"@0.24 0.20 3 1" 2 3/8" 3.50 VE-11 3 3/4" EST. 3/8"@0.25 2 3/8" 0.20 3 3/4" 2 3/8" EST. 3/8"@0.25 0.40 0.12 3.15 EST. 3/8"@0.19 3 1/2" 2 3/8" EST. 3/8"@0.25 6.40 4 3/4" 0.30 0.40 2 3/8" V-8 0.14 EST. 3/8"@0.25 2 3/8" 2 3/8" 0.20 0.40 2 1"+1 1/2" VE-4 0.12 D > 1.50L L = 2.25 EST. 3/8"@0.25 EST. 3/8"@0.19 EST. 3/8"@0.19 L = 0.80 4 1/2" 2 3/8" D > 1.50L VE-2 0.30 0.15 0.12 2 3/8" 4 1/2" EST. 3/8"@0.19 3.65 VE-1 3 1/2" 2 3/8" 3.15 4 1/2" EST. 3/8"@0.19 0.30 0.12 0.15 4 1/2" 2 3/8" APOYO 3 1/2" EST. 3/8"@0.19 0.30 0.12 2 3/8" 3 1/2" VANO 0.15 3 1/2" 2 3/8" EST. 3/8"@0.19 3 1/2" 0.30 0.15 0.12 2 3/8" V-4E INV. L = 0.70 EST. 3/8"@0.25 D > 1.50L 2 3/8" 4 1/2" VE-5 0.20 0.12 0.40 2 3/8" EST. 3/8"@0.25 4 1/2" 2 1"+1 1/2" 2 3/8" 4 1/2" EST. 3/8"@0.25 2.70 1.10 2 3/4" VE-9 2 3/8" 2 3/8"+ EST. 3/8"@0.25 EST. 3/8"@0.25 0.12 0.40 APOYO 4 1/2" 2 3/4" 0.20 0.12 0.40 VANO 4 1/2" 12 3/8"A.D. 0.20 1.20 0.20 0.75 0.30 1.20 DETALLE ZAPATA DE COLUMNAS 12 3/8"A.D. 4 1/2" DETALLE DE COLUMNAS 0.20 0.20 EST. 3/8"@0.20 EST. 3/8"@0.25 DETALLE ZAPATA DE MURO ZAPATA MURO BLOCK DE 6" BASTONES 3/8"@0.60 0.25 5 3/8" 0.50 0.30 1.00 10 3/8"A.D. 0.20 0.20 12 3/8"A.D. 1.00 EST. 3/8"@0.20 0.15 0.20 DETALLE ZAPATA DE COLUMNAS 0.75 DETALLE DE COLUMNAS 4 1/2" DE DIAMETRO. COLUMNA DE 20.00 Cms. EST. 3/8"@0.20 4 1/2"+2 3/8" V-7 5 1" 7.20 0.30 2 1/2" EST. 3/8"@0.20 EST. 3/8"@0.20 0.14 0.40 2 1/2" 5 1" 4 3/4" EST. 3/8"@0.25 2 3/8" DITALLES DE VIGAS V-2 INV. 3 1/2" EST. 3/8"@0.19 3.15 2 3/8" 0.12 0.15 0.30 2 3/8" 3 1/2" EST. 3/8"@0.19 V-1 3 1/2" 3.80 EST. 3/8"@0.20 2 3/8" 0.15 0.10 0.40 2 3/8" 3 1/2" EST. 3/8"@0.20 0.40 0.12 3 1/2" 2 3/8" 3 1/2" EST. 3/8"@0.25 0.15 3 1/2" V-2 3 1/2" 2.40 EST. 3/8"@0.25 2 3/8" 0.40 0.12 3 1/2" 3.25 2 3/8" 3 1/2" 2 3/8" EST. 3/8"@0.25 APOYO 0.15 VANO 3 1/2" V-3 EST. 3/8"@0.25 3 1/2" 3.25 2 3/8" 0.12 0.40 EST. 3/8"@0.25 3 1/2" 2 3/8" 3 1/2" 0.15 0.12 2.75 3 1/2" 0.40 2 3/8" EST. 3/8"@0.25 2 3/8" 3 1/2" 0.15 APOYO VANO DITALLES DE VIGAS EST. 3/8"@0.25 5.80 4 1/2" 2 3/8" V-1 4 1/2" 2 3/8" EST. 3/8"@0.25 0.40 0.12 0.15 4.00 0.30 2 3/8" 0.14 2 3/8" EST. 3/8"@0.25 V-3 3 3/4" 3 3/4" 4.30 EST. 3/8"@0.25 EST. 3/8"@0.25 2 3/8" V-2 5.00 3 3/4" 2 3/8" 3 3/4" EST. 3/8"@0.25 0.40 0.14 0.30 3 3/4" EST. 3/8"@0.25 EST. 3/8"@0.25 3 3/4" 2 3/8" 0.14 0.40 0.40 0.30 DITALLES DE VIGAS 2 3/8" V-1 4 3/4" 5.00 EST. 3/8"@0.25 2 3/8" V-9 0.30 4 3/4" EST. 3/8"@0.25 2 3/8" 0.14 0.40 DETALLE DE COLUMNA C-1 0.30 0.30 EST. 3/8"@0.20 4 3/4" DETALLE DE COLUMNA C-2 EST. 3/8"@0.20 0.30 0.40 4 3/4" + 4 1/2" 3/8" @ 0.25 0.25 4 3/8" 0.80 1/2" @ 0.16 DETALLE DE RAMPA DE ESCALERA 3/8" @ 0.25 0.14 DETALLE DE COLUMNA C-2 0.30 EST. 3/8"@0.20 DETALLE DE COLUMNA C-1 EST. 3/8"@0.20 0.40 0.30 4 3/4" + 0.30 4 3/4" 4 1/2" 8 3/4" 0.15 5.00 15 1/2" DETALLE ZAPATA DE COLUMNAS Z-1, Z-2 7 3/4" 7 3/4" 0.30 0.30 2.07 13 1" Z-1 2.07 0.30 0.30 VAR. 2.10 Z-2 2.10 0.50 DETALLE ZAPATA DE MURO ZAPATA MURO BLOCK DE 8" BASTONES 3/8"@0.60 EST. 3/8"@0.25 0.60 0.25 5 3/8" EST. 3/8"@0.20 2 3/8" 3 1/2" 2.55 0.10 0.40 EST. 3/8"@0.20 3 1/2" 2 3/8" 0.15 V-2 L<1.50MT. 0.15 o 0.20 L>1.50MT. 0.15 o 0.20 0.30 0.30 EST. 1/4"@0.20 3 1/2" 2 3/8" EST. 1/4"@0.20 2 3/8" 3 3/8" DETALLES DE DINTELES DETALLES DE VIGAS d 2 8 2 12 E. 6 c/.15cm. ARMADURA CAPITELES FORJADO INTERMEDIO FORJADO INTERMEDIO ESQUEMAS CONSTRUCTIVOS CIMENTACION lb S/2 S S S/2 S/2 S S/2 S ULTIMO FORJADO lr S/2 S lb h1 h1 FORJADO INTERMEDIO h1-h2>10cm lb lb lr h1-h2<10cm h2 h1 S S S/2 S/2 lr h1-h2>5cm lb lb S S/2 h2 h1 h1-h2<5cm FORJADO INTERMEDIO S/2 h2 S lb h2 S/2 S 0.20 0.20 0.20 O' 0.15 0.30 0.20. VA C-2 V-1 C-1 CA Est. d 3/8" @ 0.15m Est. d 1/4" @ 0.15m -0.570585910542345 0.0 Est. d 3/8" @ 0.20m 0.0 4 d 1/2" 0.0 Est. d 1/4" @ 0.20m 0.0 6 d 3/8" 4 d 3/8" Est. d 1/4" @ 0.20m -0.3795827282464233 -0.3795827282464233 4 d 1/2" 4 d 1/2" -0.3795827282464233 2 d 1/2" -0.3795827282464233 2 d 3/8" 0,2xLc=100 LbII=46 0,2xLc=100 LbII=46 5,00 5,00 5,00 0,2xLc=100 LbII=46 0,2xLc=100 LbII=46 LbII=46 0,2xLc=100 0,6xLc=300 LbI=32 LbI=32 470 LbII=35 LbI=24 500 500 LbI=32 LbII=35 470 LbII=35 LbI=24 500 LbI=24 500 LbI=32 LbI=32 0,6xLc=300 LbI=32 LbI=32 0,2xLc=100 LbII=46 LbI=24 LbI=32 0,6xLc=300 LbI=32 LbI=32 470 LbII=35 500 500 4 4 4 5 18 8 12 19 18 8 12 19 2,6 50 30 3,5 2,6 50 30 3,5 2,6 2,6 3,5 50 30 3,5 30 50 2,6 2,6 3,5 50 30 3,5 30 50 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 Estribos -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 4d16 L=322 9 6 d6 c/10 100 Estribos 100 d6 c/10 d6 c/24 270 -223.4970858535323 SECCIÓN C-D -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 4d16 L=192 -223.4970858535323 2d12 -223.4970858535323 C D -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 LbI=24 d48mm LbI=32 d64mm d48mm LbII=35 LbII=46 d64mm 4 1 Arm. Piel: 2d12 2d12 4d16 2d12 -223.4970858535323 2d12 -223.4970858535323 -223.4970858535323 SECCIÓN A-B -223.4970858535323 2d12 2d12 4d16 B A -223.4970858535323 2d16 L=564 2d12 L=548 2d12 L=540 2d16 L=364 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 d6 c/24 270 d6 c/10 100 d6 c/24 270 d6 c/10 100 Estribos 100 d6 c/10 -223.4970858535323 -223.4970858535323 Arm. Piel: 2d12 B D A C 4d16 2d12 2d12 SECCIÓN A-B -223.4970858535323 -223.4970858535323 2d12 2d12 -223.4970858535323 -223.4970858535323 2d12 4d16 -223.4970858535323 2d12 -223.4970858535323 -223.4970858535323 SECCIÓN C-D -223.4970858535323 2d16 L=564 2d16 L=364 2d12 L=548 2d12 L=540 -223.4970858535323 -223.4970858535323 -223.4970858535323 Arm. Piel: 2d12 D B A C 4d16 2d12 2d12 SECCIÓN A-B -223.4970858535323 -223.4970858535323 2d12 2d12 -223.4970858535323 -223.4970858535323 2d12 4d16 -223.4970858535323 2d12 -223.4970858535323 -223.4970858535323 SECCIÓN C-D -223.4970858535323 -223.4970858535323 2d16 L=364 2d16 L=364 -223.4970858535323 2d12 L=548 -223.4970858535323 2d12 L=540 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 4d16 L=322 15 12 100 d6 c/10 4d16 L=192 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 -223.4970858535323 d64mm LbI=32 d48mm LbI=24 LbII=35 d48mm -223.4970858535323 LbII=46 d64mm -223.4970858535323 19 18 d L1 L2 0.3 L1 0.3 L1 E 6 c/.15cm. E 6 c/.15cm. E 6 c/.20cm. 0.3 L2 0.3 L2 \A1;0.3 L2 \A1;0.3 L2 \A1;E 6 c/.20cm. \A1;E 6 c/.15cm. \A1;E 6 c/.15cm. \A1;0.3 L1 \A1;0.3 L1 \A1;L2 \A1;L1 REFUERZOS NERVIO PERIMETRAL B C B C 0.3 L2 0.3 L2 E 6 c/.20cm. E 6 c/.15cm. E 6 c/.15cm. 0.3 L1 0.3 L1 L2 L1 armadura inferior 2 10 en cada cara armadura superior SECCION B-B SECCION C-C 0.25 variable armadura inferior armadura superior 0.05 armadura inferior 4 10 arm. de torsion armadura superior variable 0.25 ARMADO: 30 cm. 4 d 16 1 EST. d8 a 20 cm. ARMADO: 30 cm. 30 cm. 4 d 16 1 EST. d8 a 20 cm. 0 0.50 0.500 \A1;0.500 \A1;0.50 16 0.500 0.50 est. 8 cada 20cm DETALLE VIGA DE CORONACION 0 0.45 0.80 \A1;0.80 \A1;0.45 VIGA DE CORONACION 0.80 0.45 16 5 16 16 5 108c/.20cm. 15 8 3,5 30 24 Est d6 a 20 cm Armado Viga de Cubierta DETALLE 1 Escala 1:10 24 6d12 8 3,5 15 30

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, stahlbeton