Structural Details DWG Detail for AutoCAD

Structural Details DWG Detail for AutoCAD

Different structural details

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

East., East., East., East., East., East., East., East., East., East., East., East., East., East., East., East., East., structural details, Cadena of Desplante, East. a.c. cm, Cadena of Desplante, East. a.c. cm, East. cm., castillos, East. a.c. cm., armada con is. from a.c., criterio of armado, trabe, criterio of armado, in ambos sentidos, in ambos sentidos, contratrabe, of espesor, con tquete de plastico., tornillo de cabeza plana, losa de concreto armado, pegamarmol, Véase, piso terminado de azulejo, atornillado losa, aluminio angulo, cemento pulido firm, alfombra modular sober, firm of concreto, variable, variable, variable, detalle zapata de muro, zapata muro block, bastones, detach zapata de columnas, East., East., detalles de dinteles, East., East., detachment of columna, Escape ramp ramp, East., note: todo el acero in the warehouse of salvo lo indicado en el plano, general data, concreto, acero, esfuerzos en los materiales, bastones, zapata muro block, detach zapata de columnas, East., East., detalles de dinteles, detalle zapata de muro, East., East., detachment of columna, detachment of columna, East., detachment of columna, detachment of zapata excentrica, detalle of zapata, East., viga invertida, inv., East., East., East., East., East., apoyo, inv., vano, East., Escape ramp ramp, East., East., apoyo, East., vano, East., note: todo el acero in the warehouse of salvo lo indicado en el plano, general data, acero, concreto, esfuerzos en los materiales, East., detachment of columna, detachment of columna, East., inv., East., East., East., apoyo, East., East., East., apoyo, vano, vano, apoyo, detalle zapata de muro, bastones, zapata muro block, East., East., East., East., apoyo, vano, East., vano, apoyo, vano, East., apoyo, vano, East., apoyo, vano, structural details, East., East., East., East., East., East., East., apoyo, vano, East., East., apoyo, vano, East., East., East., apoyo, East., vano, East., detalle zapata de muro, detach zapata de columnas, detalle zapata de muro, East., zapata muro block, bastones, East., East., detachment of columna, East., bastones, zapata muro block, East., diametro., columna of cms., detachment of columna, East., East., East., East., East., East., vano, apoyo, East., vano, apoyo, East., East., detalles de dinteles, East., Escape ramp ramp, East., East., apoyo, East., vano, East., apoyo, East., vano, East., detalles de dinteles, East., East., note: todo el acero in the warehouse of salvo lo indicado en el plano, esfuerzos en los materiales, concreto, acero, general data, detach zapata de columnas, East., East., East., detachment of columna, East., detachment of columna, East., detachment of columna, East., zapata muro block, bastones, zapata muro block, detalle zapata de muro, detalle zapata de muro, bastones, detachment of columna, East., columna of cms., diametro., East., East., East., East., East., inv., East., East., inv., East., East., Escape ramp ramp, detachment of columna, detach zapata de columnas, East., detachment of columna, columna of cms., East., diametro., detalle zapata de muro, zapata muro block, bastones, East., detachment of columna, East., detach zapata de columnas, bastones, zapata muro block, detalle zapata de muro, East., East., detalles de dinteles, East., East., East., East., East., East., East., East., East., e

Raw text data extracted from CAD file:

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 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 DETALLES ESTRUCTURALES CT CD CD 0.25 0.25 K2 K3 CADENA DE DESPLANTE 4 0 3/8" Y EST. 1/4" A.C. 15 CM CADENA DE DESPLANTE 4 0 3/8" Y EST. 1/4" A.C. 15 CM 4 0 3/8" Y EST. 1/4" A.C. 15 CM 4 0 1/2" Y EST. 1/4" A.C.10,15 cm. CASTILLOS CASTILLOS K1 6 0 3/8" Y EST. 1/4" A.C. 15 CM. 0.18 2 0 1/2" 2 0 1/2" 2 0 1/2" 2 0 1/2" ARMADA CON 6 0 1/2" Y EST. DE 1/4" A.C. 5,5,5,10,10,10,15,15,20,20, ARMADA CON 6 0 1/2" Y EST. DE 1/4" A.C. 5,5,5,10,10,10,15,15,20,20, 2 0 1/2" 1/5 0.10 0.30 0.15 0.30 T 1/5 CRITERIO DE ARMADO TRABE CRITERIO DE ARMADO 2 0 1/2" 1/5 1/5 EN AMBOS SENTIDOS 2 0 1/2" 2 0 1/2" 2 0 1/2" 1/5 3/5 EN AMBOS SENTIDOS CONTRATRABE -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 -275.1999655363874 1.5cm 3.8 cm 2cm. DE 1 1/2"x1/4" DE ESPESOR CON TAQUETE DE PLASTICO. TORNILLO DE CABEZA PLANA LOSA DE CONCRETO ARMADO PEGAMARMOL VEASE DS-01 PISO TERMINADO DE AZULEJO ATORNILLADO A LOSA 1 1/2"x1/8" ANGULO DE ALUMINIO DE FIRME DE CEMENTO PULIDO ALFOMBRA MODULAR SOBRE fc'= 150 Kg/cm2 (PULIDO) FIRME DE CONCRETO -336.7707048277538 -336.7707048277538 -336.7707048277538 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.05 \A1;1.00 \A1;0.20 \A1;0.30 \A1;0.60 O VARIABLE \A1;0.15 \A1;0.30 \A1;0.60 O VARIABLE \A1;0.15 \A1;0.20 \A1;0.05 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.60 O VARIABLE \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;L/4 \A1;L/4 \A1;0.10 \A1;0.30 \A1;L/4 \A1;L/2 \A1;L/4 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.15 \A1;L/2 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.15 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 1.00 0.20 0.20 0.20 0.05 0.05 1.00 CEMENTO EN 3% MATERIAL MEJORADO CON Z MATERIAL MEJORADO CON CEMENTO EN 3% 0.20 0.30 0.60 O VARIABLE 0.15 ø3/8" @15 CMS. ø3/8" @15 CMS. TRANSVERSALES LONGITUDINALES PLANTILLA DE CONCRETO SIMPLE CONTRATRABE 15X45 4 ø1/2" ZAPATA CORRIDA EST @ 15 CMS MURO DE ENRASE DE TABICON DE 10X14X28 0.30 0.60 O VARIABLE 0.15 CADENA DE DESPLANTE 0.20 0.05 CEMENTO EN 3% MATERIAL MEJORADO CON Z1 0.70 Z2 ø3/8" @20 CMS. ø3/8" @ 15 CMS. TRANSVERSALES CONTRATRABE 15X45 4 ø1/2" ZAPATA CORRIDA EST @ 15 CMS TABICON DE 10X14X28 MURO DE ENRASE DE LONGITUDINALES PLANTILLA DE CONCRETO SIMPLE CADENA DE DESPLANTE 0.20 TABICON DE 10X14X28 MURO DE ENRASE DE 0.20 0.60 O VARIABLE 0.10 ø3/8" @15 CMS. ZAPATA CORRIDA ø3/8" @ 15 CMS. TRANSVERSALES LONGITUDINALES CADENA DE DESPLANTE PLANTILLA DE CONCRETO SIMPLE 0.15 0.15 0.15 T (ambos sentidos) ZA DIAM.3/8@15 CORTE PLANTILLA 1.10 0.15 0.05 0.40 ZAPATA AISLADA DADO Y E1/4"@15 8d3/8" 0.90 COLUMNA (0.20x0.20) ZA 0.25 0.05 0.05 (ambos sentidos) DIAM.3/8@15 0.50 C DADO (0.30x0.30 0.20 0.80 0.05 0.80 0.20 0.05 0.25 COLUMNA 4 ø1/2" EST. ø1/4" @ 15 cms. L/4 L/4 0.10 0.30 L/4 TRABE DE LIGA L/2 est. ø1/4" @ 5-5, 5-10 resto @ 15 en L/4 y @ 15 cm en L/2 ZAPATA AISLADA PLANTA L/4 0.30 0.10 0.20 TL 0.15 0.15 TRABE 2 ø3/8" est. ø1/4" @ 5-5, 5-10 resto @ 15 en L/4 y @ 15 cm en L/2 L/2 2 ø1/2" 2 ø3/8" 2 ø3/8" 2 ø1/2" 2 ø3/8" 2 ø3/8" 2 ø1/2" K2 2 ø1/2" 0.20 2 ø3/8" C 0.20 2 ø1/2" 2 ø1/2" 2 EST. ø1/4" @15 cms. 4 ø1/2" Y 2 ø3/8" CASTILLO CASTILLO 6 ø3/8" EST. ø1/4" @ 15 cms. CASTILLO 0.15 0.10 0.15 K K1 0.25 0.15 4 ø3/8" EST. ø1/4" @ 15 cms. CC PROP: 1:5 EL ACERO DE REFUERZO USADO EN LA LOSA SERA DE UN F'y=4200 Kg/Cm2, CON DIAMETROS DE 3/8" Y A LA EL RECUBRIMIENTO MINIMO PARA EL ACERO SERA DE 2 Cm DE ESP. EN TODOS LOS ELEMENTOS ESTRUCTURALES EL FIRME SERA DE CONCRETO SIMPLE F'c=100 Kg/Cm2 CON UN ESPESOR DE 10 Cm. LOS TRASLAPES O EMPALMES DE VARILLA SERAN DE 40 DIAMETROS COMO MINIMO EL RELLENO Y COMPACTADO SERA CON MATERIAL PRODUCTO DE LA EXCAVACION EN CAPAS NO MAYORES DE 20 LOS DOBLECES A 1/4 DE LOS CLAROS, UNA VARILLA IRA CORRIDA Y OTRA BAYONETEADA, ALTERNANDO CON EL ARMADO DE LA LOSA SERA DE ACUERDO AL CRITERIO ESPECIFICADO EN LA PLANTA ESTRUCTURAL, SE HARAN LOS MUROS SERAN DE LADRILLO ROJO DE PRIMERA DE 7x14x28, ASENTADA CON CEMENTO-ARENA EN PROP. 1:3 CON UN AGREGADO MAXIMO DE 3/4". EL ACERO SERA DE ALTA RESISTENCIA F'y=4200 Kg/Cm2 ARMADAS SEGUN LAS CONTRATRABES (CT), TRABES (T), COLUMNAS (C), Y LOSAS SE EMPLEARA UN CONCRETO F'c=200 Kg/Cm2. EMPLEARA UN CONCRETO F'c = 150 Kg/Cm2, CON UN AGREGADO MAXIMO DE 3/4". EL ACERO SERA DE ALTA LAS CADENAS DE DESPLANTE (CD), CADENAS DE LIGA (CL), CADENAS DE CERRAMIENTO (CR), CASTILLOS (K) SE RESISTENCIA F'y=4200 Kg/Cm2 Y ARMADAS SEGUN SE INDICA EN DETALLES. A EXCEPCION DE LAS ZAPATAS DONDE SERA DE 3 Cm. SEPARACION INDICADA EN LAS PLANTAS ESTRUCTURALES. Cm. CON PISON DE MANO Y CON LA HUMEDAD NECESARIA. SE INDICA EN DETALLES. BASTONES. LA CIMENTACION SERA A BASE DE MAMPOSTERIA DE PIEDRA CANTERA ASENTADA CON MORTERO CEMENTO-ARENA LA PLANTILLA A EMPLEAR SERA DE 5 Cm. DE ESPESOR CON UN CONCRETO SIMPLE F'c=100 Kg/Cm2, y DEBERA ESPECIFICACIONES GENERALES DESPLANTARSE SOBRE TERRENO FIRME PREVIAMENTE HUMEDECIDO. EST. ø1/4" @20 cms. CADENA DE CERRAMIENTO 0.20 0.15 4 ø3/8" 0.20 0.15 0.30 CL CADENA DE LIGA EST. ø1/4" @20 cms. 6 ø3/8" ESCALA 1:100 CADENA DE DESPLANTE EST. ø1/4" @20 cms. CD 0.15 4 ø3/8" 2.- LOS REGISTROS DEBERAN TENER UNA DIMENSION MINIMA DE 40x60 CM Y CON LA PROFUNDIDAD QUE SE REQUIERA DE ACUERDO A LA PEND. 3.- SE SEPARARAN LAS AGUAS NEGRAS DE LAS AGUAS PLUVIALES, DESCARGANDO ESTAS ULTIMAS DIRECTAMENTE AL AREA VERDE 1.- LA TUBERIA A EMPLEAR SERA DE PVC DE 2" Y 4" SEGUN SE INDICA, CON UNA PENDIENTE MINIMA DEL 2% GRIS Y SE UBICARAN A UNA DISTANCIA DE 8.00 MTS ENTRE REGISTRO Y REGISTRO COMO MAXIMO. A LA PEND. HECHOS CON TABIQUE ROJO RECOCIDO DE 7x14x28 CM Y EN SU INTERIOR DEBERAN TENER UN ACABADO PULIDO DE CEMENTO HIDRAULICAS: SANITARIAS: 2.- LA TUBERIA A EMPLEAR EN LAS INSTALACIONES OCULTAS SERA DE COBRE CON EL DIAMETRO QUE SE ESPECIFICA EN EL ISOMETRICO. 1.- LA TUBERIA A EMPLEAR DE LA TOMA DE AGUA AL TINACO, SERA DE COBRE PREFERENTEMENTE. 1/2 PIE L.C.V. PALAU DE LA FABRICA ANGULAR DE APOYO AISLAMIENTO ENFOSCADO GUIA DE PERSIANA COTAS EN cm. LADRILLO HORIZONTAL + P.V.C. CON AISLAMIENTO CAJA DE PERSIANA TAPA DE REGISTRO CARPINTERIA DE P.V.C. VIDRIO CON CAMARA ANGULAR DE APOYO ENLUCIDO L.H.S. HASTA BORDE MALLAZO DE REPARTO RASILLON ENTRE PALOMEROS DE L.H.D. TABIQUES PALOMEROS L.H.D. MORTERO DE AGARRE ZUNCHO DE ALERO TEJA CURVA PALAU CUBIERTA INCLINADA CON ALERO DE 1 PIE COTAS EN cm. AISLAMIENTO ENFOSCADO L.H.S. ENLUCIDO 1/2 PIE L.C.V. PALAU FORJADO DE SEMIVIGUETA Y BOVEDILLA CERAMICA ENLUCIDO BANDA DE AISLAMIENTO ARMADURA DE NEGATIVOS AISLAMIENTO L.C.V. PALAU CALZO DE BORDE GOTERON MORTERO DE AGARRE RASILLON ENTRE PALOMEROS MEABILIZACION LAMINA DE IMPER- TEJA CURVA PALAU L.H.D. CANALON DE CHAPA DE REMATE CHAPA GALVANIZADA ENFOSCADO CAMA DE MORTERO DE L.H.D. TABIQUES PALOMEROS AISLAMIENTO DE REMATE CHAPA GALVANIZADA MEABILIZACION LAMINA DE IMPER- PALAU 1/2 PIE L.C.V. PALAU CHAPADO L.C.V. PALAU 1/2 PIE L.C.V. ENLUCIDO L.H.S. ENFOSCADO AISLAMIENTO ZUNCHO PERIMETRAL COTAS EN cm. CUBIERTA INCLINADA CON PETO DELANTERO BANDA DE AISLAMIENTO ENLUCIDO Y BOVEDILLA CERAMICA FORJADO DE SEMIVIGUETA \FARIAL.TTF;0.80 \FARIAL.TTF;0.80 \FARIAL.TTF;0.25 \FARIAL.TTF;0.30 \FARIAL.TTF;0.25 \FARIAL.TTF;0.80 \FARIAL.TTF;0.15 \FARIAL.TTF;0.15 \FARIAL.TTF;1.00 \FARIAL.TTF;1.00 \FARIAL.TTF;1.00 \FARIAL.TTF;0.08 \FARIAL.TTF;0.35 \FARIAL.TTF;0.20 \FARIAL.TTF;0.35 \FARIAL.TTF;0.05 \FARIAL.TTF;0.05 \FARIAL.TTF;0.15 \FARIAL.TTF;0.25 \FARIAL.TTF;0.50 1.50 0.05 0.05 0.30 0.55 0.55 1.50 0.50 0.25 0.25 1.50 \FARIAL.TTF;2.00 \FARIAL.TTF;0.80 \FARIAL.TTF;0.05 \FARIAL.TTF;0.30 \FARIAL.TTF;0.05 \FARIAL.TTF;0.80 \FARIAL.TTF;0.25 \FARIAL.TTF;0.25 \FARIAL.TTF;0.50 \FARIAL.TTF;2.00 \FARIAL.TTF;2.00 MAESTRA DE MORTERO PARA FORMACION DE PENDIENTE BALDOSIN CATALAN MORTERO DE AGARRE DOBLE ROSCA DE L.H.S. TABIQUES PALOMEROS DE L.H.D. ENFOSCADO CHAPA GALVANIZADA DE REMATE MURETE DE L.H.D. CHAPA GALVANIZADA DE REMATE BALDOSIN CATALAN DE REMATE CHAPA GALVANIZADA CAMARA DE AIRE ENFOSCADO FORJADO DE SEMIVIGUETA Y BOVEDILLA CERAMICA ENLUCIDO BANDA DE AISLAMIENTO LAMINA DE IMPERMEABILIZACION AISLAMIENTO AZOTEA A LA CATALANA 1/2 PIE L.C.V. PALAU ZUNCHO PERIMETRAL AISLAMIENTO ENFOSCADO L.H.S. ENLUCIDO 1/2 PIE L.C.V. PALAU CHAPADO L.C.V. PALAU JUNTA EN PISOS. TIRA DE POLIESTIRENO TRABE O LOSA DE CONCRETO 4 VARILLAS DE 5/16" O MURO DE TABIQUE ROJO DE 7X14X28 CADENA DE CONCRETO BRAZO DE 1/4" O PLACA DE 4"X8"X3/16" TRABE O LOSA DE CONCRETO TIRA DE POLIESTIRENO ESTRIBOS DE 1/4" @ 20cm. ANGULO 2"X2"X8"X3/16" \FARIALBD.TTF;\LMURO INTERMEDIO \FARIALBD.TTF;\LMURO PERIMETRAL

Language	French
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Plastic
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, stahlbeton, structural