Technological Institute Superior Structures DWG Block for AutoCAD

Technological Institute Superior Structures DWG Block for AutoCAD

PLANO STRUCTURAL (EDUCATIONAL INFRASTRUCTURE)

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

stirrups, npt, rest, rest, rest, rest, rest, rest, level, rest, rest, rest, rest, rest, rest, connectors, beams, slabs, containment elements, minimum length of overlap, free coatings:, concrete structural elements of confinement, of masonry walls of hollow blocs f’c, concrete structural elements main f’c, steel grade f’y, mixture, stone f, false cement mix, f’c floor, mixing soles, cement, load capacity of the ground level of, shoe foundation ðt, floor, concrete, simple, cyclopean, concrete, armed, general technical specifications, column, scale, columns, scale, detail of running foundations, scale, level, esc, detail of, column, scale, detail of, column, scale, detail of, box of, npt, cut c ‘, cut b ‘, flat beam, scale, beam s, main beam s, scale, cut to ‘, scale, mesh, tecno block, scale, lightened slab, rto., flat typical vch beam, rto., beam, beam, section, scale, esc., beam s, scale, cut, scale, cut, scale, containment elements, minimum length of overlap, concrete structural elements main f’c, general technical specifications, f’c floor, load capacity of the ground level of, mixing soles, false cement mix, mixture, of masonry walls of hollow blocs f’c, concrete structural elements of confinement, armed, concrete, cyclopean, simple, concrete, floor, slabs, beams, connectors, shoe foundation ðt, cement, stone f, steel grade f’y, free coatings:, beam, beam s, scale, connectors, beams, slabs, containment elements, minimum length of overlap, free coatings:, concrete structural elements of confinement, of masonry walls of hollow blocs f’c, concrete structural elements main f’c, steel grade f’y, mixture, stone f, false cement mix, f’c floor, mixing soles, cement, load capacity of the ground level of, shoe foundation ðt, floor, concrete, simple, cyclopean, concrete, armed, general technical specifications, esc, floor, rto., detail, armed zapata, scale, detail of column zapata, mixture c: h, sole, rto., scale, npt, npt, esc, scale, rest, rest, rest, rest, rest, rest, shoe type, cut, scale, connecting beam s, scale, npt, npt, cut, scale, npt, connecting beam s, scale, concrete mix c: h, p.m., section, npt, concrete mix c: h, p.m., f’c floor, cyclopean, minimum length of overlap, concrete structural elements main f’c, mixture, of masonry walls of hollow blocs f’c, concrete structural elements of confinement, containment elements, slabs, beams, connectors, stone f, steel grade f’y, free coatings:, armed, concrete, general technical specifications, load capacity of the ground level of, mixing soles, false cement mix, shoe foundation ðt, cement, simple, concrete, floor, Location, indicated, date, designer, draft:, flat, scale, ci

Raw text data extracted from CAD file:

ESTRIBOS r @ 0.20 5 @ 0.10 1 @ 0.05 Ø 3/8 \A1;0.50 \A1;0.10 \A1;0.80 \A1;0.50 \A1;0.10 19.25 4.75 4.75 4.75 4.75 4.50 8.25 1.85 3.05 3.05 .35 2.70 .35 2.70 .35 1.55 .25 8.25 3.05 3.05 1.85 19.25 4.75 4.75 4.75 4.75 4.50 4.75 4.75 4.75 .15 .15 .40 .20 4.75 4.75 3.04 14.25 .30 4.75 4.75 1.60 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.45 \A1;2.33 \A1;0.45 \A1;2.43 \A1;0.30 \A1;0.30 \A1;2.58 \A1;0.40 \A1;0.30 \A1;2.48 \A1;0.30 \A1;2.58 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.44 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.10 \A1;3.68 \A1;1.80 \A1;0.60 \A1;0.30 \A1;0.45 \A1;0.30 \A1;.25 6.10 .35 .35 1.85 .25 .25 4.47 .30 4.48 .25 4.47 .30 4.48 4.25 .25 .35 2.70 .35 2.70 .35 1.55 .25 .25 1.44 2.80 1.45 1.44 1.44 1.20 2.08 1.20 1.20 2.07 1.20 1.20 2.08 1.20 .20 .30 .10 .30 .10 .10 .30 .10 1.00 3.75 1.00 1.55 1.44 2.80 .25 4.47 .30 4.48 .25 3.05 \A1;0.35 \A1;0.25 1.85 \A1;0.35 \A1;0.25 \A1;0.35 1.20 1.20 1.60 2.00 1.44 1.95 4.50 .25 4.50 .25 4.50 4.50 .25 .25 3.05 3.05 1.85 19.25 4.75 4.75 4.75 4.75 4.50 3.05 3.05 1.85 1.00 3.75 1.00 3.48 1.00 3.23 .90 19.25 4.77 4.75 4.75 4.75 4.50 1.10 1.35 1.60 1.55 1.17 3.68 .90 14.25 .30 4.75 4.75 4.75 4.75 9.35 3.05 3.05 1.85 9.03 1.80 1.80 2.00 1.50 1.50 0.075 2.57 1.37 1.07 1.60 1.55 1.17 2.88 1.80 3.10 1.50 3.10 1.80 2.88 1.50 2.77 1.10 .05 1.10 3.10 1.80 2.87 1.80 1.80 .05 .90 3.75 1.00 3.48 1.80 1.55 1.25 1.25 2.00 1.50 1.80 1.50 1.35 1.80 1.30 .40 .10 .50 1.50 2.33 3.68 1.30 2.57 2.00 2.75 2.00 2.75 3.68 3.68 3.68 3.68 1.00 3.75 1.30 1.30 2.75 2.00 2.57 3.68 1.80 1.80 1.35 1.10 1.50 1.50 1.00 3.68 2.00 .90 3.68 1.30 1.25 1.55 1.25 4.75 4.75 4.75 4.75 4.50 1.80 2.63 1.10 .40 .40 .50 \A1;0.25 \A1;0.40 \A1;0.60 \A1;0.60 1.10 2.87 1.80 3.10 1.50 3.25 1.50 3.03 4.75 4.75 1.10 9.62 1.80 2.88 1.10 3.05 3.05 1.85 .40 .40 .50 \A1;0.40 \A1;0.25 1.50 1.40 1.80 1.05 3.68 \A1;0.40 .40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 1.37 4.50 .25 4.50 .25 .25 4.25 1.10 3.68 1.18 1.55 1.60 1.35 1.30 14.25 1.44 .25 14.25 1.44 2.80 2.80 2.80 2.80 2.80 2.80 2.80 1.20 4.75 .30 4.50 4.75 4.75 1.20 1.20 2.08 1.20 1.85 1.20 1.20 2.08 1.20 1.20 2.08 1.20 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 4.75 .30 4.50 4.75 4.75 4.75 4.75 4.75 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 \A1;0.35 .90 .90 4.75 .30 4.50 4.75 4.75 4.75 4.75 4.75 4.75 .30 4.50 4.75 4.75 14.25 4.50 19.25 4.75 4.75 4.75 4.75 4.50 8.25 1.85 3.05 3.05 .35 2.70 .35 2.70 .35 1.55 .25 8.25 3.05 3.05 1.85 .25 19.25 4.75 4.75 4.75 4.75 4.50 4.75 4.75 4.75 .40 .20 4.75 4.75 3.04 14.25 .30 4.75 4.75 1.60 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 .25 4.50 .25 .25 .25 4.25 \A1;0.60 \A1;0.30 \A1;0.45 \A1;0.30 \A1;.25 6.10 .35 .35 1.85 .25 .25 4.47 .30 4.48 .25 4.47 .30 4.48 4.25 .25 .35 2.70 .35 2.70 .35 1.55 .25 1.00 3.75 1.00 1.55 .25 4.47 .30 4.48 .25 3.05 \A1;0.30 \A1;0.25 1.85 \A1;0.30 1.60 2.00 4.50 .25 .25 \A1;0.40 \A1;0.20 \A1;8.25 \A1;3.05 \A1;3.05 \A1;1.85 \A1;0.60 \A1;0.80 \A1;0.30 \A1;0.18 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.50 \A1;0.60 \A1;2.15 \A1;0.35 \A1;0.35 \A1;2.70 \A1;0.35 \A1;1.55 \A1;0.25 \A1;2.70 \A1;0.60 \A1;0.30 \A1;0.18 \A1;1.90 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 1.25 1.65 .50 .25 .25 4.50 .25 4.50 .25 4.50 NPT +/- 0.00 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 5 5 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 5 5 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 5 5 2 Ø 3/4" 2 Ø 1/2" 2 Ø 3/4" 5 5 2 Ø 3/4" 2 Ø 1/2" 2 Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 1ER NIVEL 2DO NIVEL 1ER NIVEL 2DO NIVEL 5 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" C1 C2 5 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" C1 C2 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 C3 C3 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 1 Ø 3/8": 3@ 0.05, 6@ 0.10 3@ 0.15, resto @ 25 2 Ø 3/4" 2 Ø 1/2" 2 Ø 3/4" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 1/2" 2 Ø 3/4" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" - ZAPATAS Y VIGAS DE CONEXION - VIGAS Y COLUMNAS PERALTADAS - LOSAS Y ESCALERAS - ELEMENTOS DE CONFINAMIENTO r = 7.50 cm r = 4.00 cm r = 2.00 cm r = 2.00 cm LONGITUD MINIMAS DE TRASLAPE : Ø 3/8" 1/2" 5/8" 3/4" 1" Le (cm) 40 50 60 60 80 La (cm) 30 40 50 55 60 RECUBRIMIENTOS LIBRES: CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS f'c = 175 kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES f'c = 210 kg/cm2 ACERO GRADO 60 F'y = 4200 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % PIEDRA MEDIANA, f'c = 140 kg/cm2 FALSOS PISOS, e = 0.10, MEZCLA CEMENTO - HORMIGON, f'c = 140 kg/cm2 (SOBRE SUELO COMPACTADO) SOLADOS DE CIMENTACION, e = 0.075 m, MEZCLA CEMENTO - HORMIGON, 1:12 CAPACIDAD DE CARGA DEL TERRENO A NIVEL DE FUNDACION DE ZAPATAS ðt = 0.981 kg/cm2 SUELO CONCRETO SIMPLE Y CICLOPEO CONCRETO ARMADO ESPECIFICACIONES TECNICAS GENERALES COLUMNA C3 ESCALA 1:25 COLUMNAS ESCALA 1:20 DETALLE DE CIMIENTOS CORRIDOS ESCALA 1:25 1ER NIVEL 2DO NIVEL C1 C3 912x410 esc 1:25 DETALLE DE COLUMNA C2 ESCALA 1:25 DETALLE DE COLUMNA C1 ESCALA 1:25 DETALLE DE CUADRO DE NPT +/- 0.00 NPT +/- 0.00 NPT +/- 0.00 NPT +/- 0.00 NPT +/- 0.00 5 5 5 5 5 5 5 5 1 2 5 3 4 5 7 6 2 Ø 3/4" 3 Ø 3/4" CORTE C - C' CORTE B - B' C' C B' B 0.60 0.30 0.45 0.30 A' A .25 3 Ø 3/4 +1 Ø 5/8 3 Ø 3/4 3 Ø 3/4 5 2 Ø 3/4 +1 Ø 5/8 2 Ø 3/4 +1 Ø 5/8 2 Ø 3/4 2Ø5/8" 2Ø5/8" 5 5 5 5 2 Ø 1/2 5 5 5 5 5 5 5 5 5 5 5 D B C A 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 D A C B 1 2 3 4 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1Ø1/2" +1Ø3/8" 5 5 5 1Ø1/2" +1Ø3/8" 1Ø1/2" +1Ø3/8" 1 Ø 1/2" 1Ø1/2" +1Ø3/8" 5 1 Ø 1/2" 1Ø1/2" +1Ø3/8" 5 1 Ø 1/2" 1 Ø 1/2" 1Ø1/2" +1Ø3/8" Viga chata V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 102 25x35 V 102 25x35 V 102 25x35 V 102 25x35 V 102 25x35 1 Ø 1/2" V 104 30x45/60 V 104 30x45/60 V 103 25x35 5 5 1 2 5 3 2 Ø 5/8" + 1Ø1/2" Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 2 Ø 5/8" 5 5 5 5 5 5 5 5 5 2 Ø 5/8" + 1Ø1/2" 2 Ø 5/8" + 1Ø1/2" 2 Ø 5/8" 2 Ø 5/8" ESCALA 1:50 VIGA 101 0.25X0.40 M, EJE A, C DEL EJE 1-9 +1 Ø 5/8 +1 Ø 5/8" A B D VIGA PRINCIPAL 104 0.30X0.45/0.60 M EJE 2, 4, 8 DEL EJE A-D ESCALA 1:50 ESCALA 1:25 CORTE A - A' ESCALA 1:25 ESCALA 1:25 malla d1/4"@.25 Bloque Tecnopor 5 5 5 5 5 5 5 1Ø1/2"+1Ø3/8" 1Ø1/2" 5 5 5 ESCALA 1/25 LOSA ALIGERADA h=0.20 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 1 1 1 1 1 1 1 @ 0.05 Rto. @ 0.20 5 @ 0.10 VIGA CHATA VCH tipica 3 Ø 1/2" a 1 @ 0.05 a' d 3/8" 5 @ 0.10 Rto. @ 0.20 VIGA 3 Ø 1/2" 2 Ø 5/8" + 2 Ø 1/2" 5 5 VIGA sección a-a' ESCALA 1/25 d 3/8" 2 Ø 5/8" + 2 Ø 1/2" V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 2 Ø 1/2" 2 Ø 3/4" 3 Ø 3/4" 2 Ø 1/2" ESC. 1:50 900X612 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1Ø1/2" +1Ø3/8" 5 5 1Ø1/2" +1Ø3/8" 1 Ø 1/2" 1 Ø 1/2" V 101 25x40 V 101 25x40 V 101 25x40 V 101 25x40 V 102 25x35 V 102 25x35 V 104 30x45/60 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 V 103 25x35 5 5 5 5 5 8 9 5 5 5 7 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 VIGA 103 0.25X0.35 M EJE 1, 3, 5, 6, 7, 9 DEL EJE A-D ESCALA 1:50 5 A 5 2Ø5/8" 2Ø5/8"+1Ø1/2" 5 CORTE 1 - 1 ESCALA 1:25 5 2Ø5/8" 2Ø5/8"+1Ø1/2" B 1 1 CORTE 2 - 2 2 2 2Ø5/8" 2Ø5/8" 2Ø5/8"+1Ø1/2" D 5 C 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 5 ESCALA 1:25 5 80 60 60 50 40 Le (cm) 1" 3/4" 5/8" 1/2" 3/8" Ø - ELEMENTOS DE CONFINAMIENTO LONGITUD MINIMAS DE TRASLAPE : 60 55 50 40 30 La (cm) r = 2.00 cm CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES f'c = 210 kg/cm2 ESPECIFICACIONES TECNICAS GENERALES f'c = 140 kg/cm2 (SOBRE SUELO COMPACTADO) CAPACIDAD DE CARGA DEL TERRENO A NIVEL DE SOLADOS DE CIMENTACION, e = 0.075 m, MEZCLA FALSOS PISOS, e = 0.10, MEZCLA CEMENTO - HORMIGON, SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS f'c = 175 kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO ARMADO CONCRETO CICLOPEO SIMPLE Y CONCRETO SUELO - LOSAS Y ESCALERAS - VIGAS Y COLUMNAS PERALTADAS - ZAPATAS Y VIGAS DE CONEXION FUNDACION DE ZAPATAS ðt = 0.981 kg/cm2 CEMENTO - HORMIGON, 1:12 PIEDRA MEDIANA, f'c = 140 kg/cm2 ACERO GRADO 60 F'y = 4200 kg/cm2 RECUBRIMIENTOS LIBRES: r = 2.00 cm r = 4.00 cm r = 7.50 cm VIGA 103 0.25X0.35 M 5 5 5 5 8 9 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Ø 3/8" 1@0.05, 5@0.10 Rto@0.25 VIGA 206 0.20X0.30 M EJE 1, 5, 6, 9 DEL EJE A-D ESCALA 1:50 1Ø1/2" +1Ø3/8" 5 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 - ZAPATAS Y VIGAS DE CONEXION - VIGAS Y COLUMNAS PERALTADAS - LOSAS Y ESCALERAS - ELEMENTOS DE CONFINAMIENTO r = 7.50 cm r = 4.00 cm r = 2.00 cm r = 2.00 cm LONGITUD MINIMAS DE TRASLAPE : Ø 3/8" 1/2" 5/8" 3/4" 1" Le (cm) 40 50 60 60 80 La (cm) 30 40 50 55 60 RECUBRIMIENTOS LIBRES: CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS f'c = 175 kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES f'c = 210 kg/cm2 ACERO GRADO 60 F'y = 4200 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % PIEDRA MEDIANA, f'c = 140 kg/cm2 FALSOS PISOS, e = 0.10, MEZCLA CEMENTO - HORMIGON, f'c = 140 kg/cm2 (SOBRE SUELO COMPACTADO) SOLADOS DE CIMENTACION, e = 0.075 m, MEZCLA CEMENTO - HORMIGON, 1:12 CAPACIDAD DE CARGA DEL TERRENO A NIVEL DE FUNDACION DE ZAPATAS ðt = 0.981 kg/cm2 SUELO CONCRETO SIMPLE Y CICLOPEO CONCRETO ARMADO ESPECIFICACIONES TECNICAS GENERALES 912x458 esc 1:25 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 VC 25X40 Z1 Z2 Z3 Z3 Z6 1 2 3 4 7 6 C1 C2 C1 C2 C1 C1 C1 C1 C1 C3 C3 C1 C2 C3 C1 C3 C2 C1 C1 C3 C3 PLANTA ZAPATAS Y VIGAS DE CONEXION A B C D Z2 Z2 Z1 Z2 Z6 C1 C2 C1 C3 C2 C1 C1 C3 C3 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 7 8 9 8 9 5 5 5 5 5 5 5 5 Z2 Z1 5 5 5 5 5 Z4 5 Z2 5 5 5 5 5 5 C1 C1 C1 1 1 5 Ø1/2" @ 0.15, Rto. @ 0.20 5 DETALLE 5 ARMADO ZAPATA ESCALA 1:25 0.075 DETALLE DE COLUMNA - ZAPATA Mezcla C:H - 1:12 SOLADO Ø1/2" @ 0.15, Rto. @ 0.20 5 5 5 ESCALA 1:25 NPT + 0.00 5 NPT + 0.00 1 1 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 912x622 esc 1:50 5 1 1 5 5 5 5 5 ESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 VC 25X40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Z6 5 6 5 5 Ø1/2"@.15 Resto @ .20 Z2 (1.80 X 1.80) h=0.50 m 5 Z2 5 Z1 5 Ø1/2"@.15 Resto @ .20 Z1 (1.35 X 1.10) h=0.50 m Z3 5 Ø1/2"@.15 Resto @ .20 Z3 (1.50 X 1.50) 5 h=0.50 m Z4 Z4 Z4 Z4 Z4 Z5 Z5 Z5 5 Z4 5 5 Ø1/2"@.15 Resto @ .20 Z4 (2.00/1.00X3.68) h=0.50 m 5 5 5 Z5 Ø1/2"@.15 Resto @ .20 Z5 (1.30/0.90X3.68) h=0.50 m 5 Z6 5 5 Ø1/2"@.15 Resto @ .20 Z6 (1.55 X 1.25) h=0.50 m TIPO DE ZAPATAS CORTE 1 - 1 ESCALA 1:25 5 5 2Ø5/8" 2Ø5/8" 5 5 5 5 5 1 2 3 4 7 5 5 Z1 Z2 Z3 Z2 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 VIGA DE CONEXION EJE A, C DEL EJE 1-9 ESCALA 1:50 1 1 1 1 1 1 1 1 Z3 5 5 5 5 5 5 5 5 5 5 5 Z1 NPT +0.00 NPT +0.00 NPT +0.00 NPT +0.00 NPT +0.00 NPT +0.00 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 5 VC 25X40 VC 25X40 5 5 8 9 Z1 Z2 Z1 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 1 1 1 1 5 5 5 5 5 NPT +0.00 NPT +0.00 NPT +0.00 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 6 5 5 2Ø5/8" CORTE 1 - 1 ESCALA 1:25 2Ø5/8" 5 5 5 5 A B C D 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 4@0.15, Rto@0.25 Ø 3/8" 1@0.05, 8@0.10 1 1 1 1 Z3 Z2 Z4 5 5 5 5 5 NPT +0.00 NPT +0.00 NPT +0.00 5 5 5 VIGA DE CONEXION EJE 1, 3, 5, 6, 7, 9, DEL EJE A-D ESCALA 1:50 5 5 5 5 5 5 5 Concreto mezcla C:H 1:8 + 25 % P.M. 5 SECCION 1-1 2 Ø 5/8" 2 Ø 5/8" NPT - 0.54 Concreto mezcla C:H 1:8 + 30 % P.M. 5 f'c = 140 kg/cm2 (SOBRE SUELO COMPACTADO) CICLOPEO LONGITUD MINIMAS DE TRASLAPE : CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES f'c = 210 kg/cm2 SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS f'c = 175 kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO 80 60 60 50 1" 3/4" 5/8" 1/2" 40 Le (cm) 3/8" Ø - ELEMENTOS DE CONFINAMIENTO - LOSAS Y ESCALERAS - VIGAS Y COLUMNAS PERALTADAS - ZAPATAS Y VIGAS DE CONEXION PIEDRA MEDIANA, f'c = 140 kg/cm2 ACERO GRADO 60 F'y = 4200 kg/cm2 RECUBRIMIENTOS LIBRES: ARMADO CONCRETO 60 55 50 40 30 La (cm) r = 2.00 cm r = 2.00 cm r = 4.00 cm r = 7.50 cm ESPECIFICACIONES TECNICAS GENERALES CAPACIDAD DE CARGA DEL TERRENO A NIVEL DE SOLADOS DE CIMENTACION, e = 0.075 m, MEZCLA FALSOS PISOS, e = 0.10, MEZCLA CEMENTO - HORMIGON, FUNDACION DE ZAPATAS ðt = 0.981 kg/cm2 CEMENTO - HORMIGON, 1:12 SIMPLE Y CONCRETO SUELO 5 5 5 5 5 5 Z6 Z1 5 5 5 5 5 5 5 5 2Ø5/8" 2Ø5/8" 1 1 1 1 E \fCentury Gothic|b0|i0|c0|p34;Lamina: 01 Ubicación INDICADAS Fecha Proyectista Proyecto: Plano Escala CIMENTACIONES CONSTRUCCION INFRAESTRUCTURA EDUCATIVA INSITUTO SUPERIOR TECNOLOGICO 5 1Ø1/2" +1Ø3/8" 5 5 1Ø1/2" +1Ø3/8" 5 7 6 5 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 5 1Ø1/2" +1Ø3/8" 1 Ø 1/2" 1Ø1/2" 5 1Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" + 1Ø1/2" 2 Ø 5/8" + 1Ø1/2" 2 Ø 5/8" + 1Ø1/2" 2 Ø 5/8" + 1Ø1/2" 7 8 9 6 5 4 5 ESCALA 1:25 CORTE 1 - 1 2Ø5/8" 2Ø5/8" 5 +1Ø1/2" 5 ESCALA 1:25 CORTE 2 - 2 2Ø5/8" 2Ø5/8"+1Ø1/2" 5 5 5 1 2 5 3 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 ESCALA 1:50 VIGA 101 0.25X0.40 M, EJE A, C DEL EJE 1-10 1 1 1 1 1 1 2 2 2 2 \W1;1 Ø 1/2" 1Ø1/2" 5 1Ø1/2" 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 2 2 2 2 2 2 1 1 1 1 1 1 1 1 7 8 9 6 5 4 5 ESCALA 1:25 CORTE 1 - 1 2Ø1/2" 2Ø1/2" 5 5 ESCALA 1:25 CORTE 2 - 2 2Ø1/2" 2Ø1/2"+1Ø1/2" 5 5 5 5 5 5 5 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2 2 2 2 2 2 5 2Ø5/8" 2Ø5/8" 5 5 1 1 5 5 5 5 1 2 5 3 4 5 5 6 2Ø3/4" 2Ø3/4" CORTE C - C' CORTE B - B' C' C B' B 0.60 0.30 0.45 0.30 A' A .25 2 Ø 3/4 +1 Ø 5/8 2 Ø 3/4 2Ø3/4" 5 2Ø3/4" +1Ø1/2" 2 Ø 3/4 2Ø5/8" 2Ø5/8" 5 5 5 5 2 Ø 1/2 5 5 5 5 5 5 5 5 5 5 5 D B C A 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 D A C B 1 2 3 4 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 202 25x30 V 202 25x30 V 202 25x30 V 202 25x30 V 202 25x30 V 204 30x45/60 V 204 30x45/60 V 203 25x30 5 5 1 2 5 3 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" ESCALA 1:50 VIGA 101 0.25X0.30 M, EJE A, C DEL EJE 1-9 +1Ø5/8" +1Ø1/2" A B D VIGA PRINCIPAL 204 0.30X0.45/0.60 M EJE 2, 4, 8 DEL EJE A-D ESCALA 1:50 ESCALA 1:25 CORTE A - A' ESCALA 1:25 ESCALA 1:25 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 1 1 1 1 1 1 1 @ 0.05 Rto. @ 0.20 5 @ 0.10 VIGA CHATA VCH tipica 3 Ø 1/2" a 1 @ 0.05 a' d 3/8" 5 @ 0.10 Rto. @ 0.20 VIGA 3 Ø 1/2" 2 Ø 5/8" + 2 Ø 1/2" 5 5 VIGA sección a-a' ESCALA 1/25 d 3/8" 2 Ø 5/8" + 2 Ø 1/2" V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 2Ø1/2" 2Ø3/4" 2Ø3/4" 2Ø1/2" 5 5 5 5 V 201 25x30 V 201 25x30 V 201 25x30 V 201 25x30 V 202 25x30 V 202 25x30 V 204 30x45/60 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 V 203 25x30 5 5 5 5 5 8 9 5 5 7 7 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 VIGA 203 0.25X0.35 M EJE 1, 3, 5, 6, 7, 9 DEL EJE A-D ESCALA 1:50 5 A 5 2Ø5/8" 2Ø5/8" 5 CORTE 1 - 1 ESCALA 1:25 5 2Ø5/8" 2Ø5/8" B 1 1 2Ø5/8" 2Ø5/8" 2Ø5/8" D 5 C 2Ø5/8" 5 80 60 60 50 40 Le (cm) 1" 3/4" 5/8" 1/2" 3/8" Ø - ELEMENTOS DE CONFINAMIENTO LONGITUD MINIMAS DE TRASLAPE : 60 55 50 40 30 La (cm) r = 2.00 cm CONCRETO ELEMENTOS ESTRUCTURALES PRINCIPALES f'c = 210 kg/cm2 ESPECIFICACIONES TECNICAS GENERALES f'c = 140 kg/cm2 (SOBRE SUELO COMPACTADO) CAPACIDAD DE CARGA DEL TERRENO A NIVEL DE SOLADOS DE CIMENTACION, e = 0.075 m, MEZCLA FALSOS PISOS, e = 0.10, MEZCLA CEMENTO - HORMIGON, SOBRECIMIENTOS, MEZCLA CEMENTO-HORMIGON + 40 % DE MUROS DE ALBAÑILERIA DE BLOQUETAS HUECAS f'c = 175 kg/cm2 CONCRETO ELEMENTOS ESTRUCTURALES DE CONFINAMIENTO ARMADO CONCRETO CICLOPEO SIMPLE Y CONCRETO SUELO - LOSAS Y ESCALERAS - VIGAS Y COLUMNAS PERALTADAS - ZAPATAS Y VIGAS DE CONEXION FUNDACION DE ZAPATAS ðt = 0.981 kg/cm2 CEMENTO - HORMIGON, 1:12 PIEDRA MEDIANA, f'c = 140 kg/cm2 ACERO GRADO 60 F'y = 4200 kg/cm2 RECUBRIMIENTOS LIBRES: r = 2.00 cm r = 4.00 cm r = 7.50 cm VIGA 203 0.25X0.30 M 5 5 5 5 8 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 5 5 5 5 5 1 1 1 1 1 1 1 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 7 8 9 6 5 4 5 ESCALA 1:25 CORTE 1 - 1 2Ø5/8" 2Ø5/8" 5 5 5 1 2 5 3 Ø 3/8" 1@0.05, 8@0.10 4@0.15, Rto@0.25 ESCALA 1:50 VIGA 101 0.25X0.40 M, EJE A, C DEL EJE 1-10 1 1 1 1 1 1 5 5 5 5 5 1 1 1 1 1 1 1 1 7 8 9 6 5 4 5 ESCALA 1:25 CORTE 1 - 1 2Ø1/2" 2Ø1/2" 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 2Ø5/8" 2Ø5/8" 1 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2Ø3/4" +1Ø1/2" 1 1 E \fCentury Gothic|b0|i0|c0|p34;Lamina: 03 Ubicación INDICADAS Fecha Proyectista Proyecto: Plano Escala LOSA ALIGERADA Y VIGAS CONSTRUCCION INFRAESTRUCTURA EDUCATIVA INSITUTO SUPERIOR TECNOLOGICO E \fCentury Gothic|b0|i0|c0|p34;Lamina: 04 Ubicación INDICADAS Fecha Proyectista Proyecto: Plano Escala VIGAS TECHO CONSTRUCCION INFRAESTRUCTURA EDUCATIVA INSITUTO SUPERIOR TECNOLOGICO E \fCentury Gothic|b0|i0|c0|p34;Lamina: 02 Ubicación INDICADAS Fecha Proyectista Proyecto: Plano Escala COLUMNAS CONSTRUCCION INFRAESTRUCTURA EDUCATIVA INSITUTO SUPERIOR TECNOLOGICO ESCALA: 1/25 ESCALERA ENTRE EL EJE 6 AL EJE 7 Y DEL EJE A AL EJE D 5 Ø1/2"@0.20 Ø1/2"@0.25 9 10 12 13 14 16 15 8 Ø3/8"@0.30 5 5 5 Ø3/8"@0.30 Ø1/2"@0.25 Ø1/2"@0.20 Ø3/8"@0.30 4 3 2 1 5 6 7 8 5 5 5 5 5 TRAMO 2 5 5 5 VCH 5 5 5 5 5 5 5 5 TRAMO 1 5 11 NPT + 0.00 NPT + 1.44 NPT + 1.44 NPT + 2.88 VCH 5 5 5 5 5 5 5 5 5 5 5 VCH 3 Ø 1/2" 2 Ø 5/8" + 2 Ø 1/2" VCH A B C D mezcla c:h 1:10 Solado de concreto 5 E \fCentury Gothic|b0|i0|c0|p34;Lamina: 05 Ubicación INDICADAS Fecha Proyectista Proyecto: Plano Escala ESCALERAS CONSTRUCCION INFRAESTRUCTURA EDUCATIVA INSITUTO SUPERIOR TECNOLOGICO Losa macisa 5 cimiento caja de escaleras 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel
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