Construction Details – Reinforced Concrete DWG Detail for AutoCAD

Construction Details – Reinforced Concrete DWG Detail for AutoCAD

Construction Details – Reinforced Concrete – Stair – Ceilling

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

concrete screed, kg cm, n.t, n.p.t, foundation, concrete cyclopean, dosif. p.g., cut, esc:, natural terrain, compacted, reinforced concrete, cut, esc:, natural terrain, compacted, cut, esc:, foundation, concrete cyclopean, dosif. p.g., reinforced concrete, natural terrain, compacted, foundation, concrete cyclopean, dosif. p.g., cut, esc:, natural terrain, compacted, cut, natural terrain, compacted, foundation, concrete cyclopean, dosif. p.g., esc:, natural terrain, compacted, foundation, concrete cyclopean, dosif. p.g., reinforced concrete, cut, foundation, concrete cyclopean, dosif. p.g., foundation, concrete cyclopean, dosif. p.g., esc:, foundation, concrete cyclopean, dosif. p.g., reinforced concrete, natural terrain, compacted, foundation, concrete cyclopean, dosif. p.g., cut, esc:, foundation, concrete cyclopean, dosif. p.g., of seismic separation, of seismic separation, of seismic separation, covering, beam plate, specified, indicated in plant, covering, stirrups, from each end, flooring, in plant, øs indicated, dimensions indicated in plant, typical anchor detail, of zapata column, scale, flooring, lightened slab, lightened slab, from each end, from each end, from each end, max, mooring columns, banked beams, cm., beams columns, Technical specifications, materials, structural columns, shoes, cm., coatings, armed surplus, foundation run, foundation, concrete, steel, from pg. max., in general, cm., concrete cyclopean, f’y, stair base, of seismic separation, cut, concrete screed, kg cm, n.t, n.p.t, flooring, lightened slab, lightened slab, from each end, from each end, from each end, concrete screed, kg cm, n.t, n.p.t, n.n.t, s.c., flooring, esc:, External column on all three floors, picture, n.p.t, lightened slab, in foundation, overlaps splices, superior in, a length of, of light from the slab, beam each side of, the support column., splices of reinforcement, beams, they will not be allowed, colum, slabs beams, rmin., they will not be spliced, more of the, same section., will be located in the, stirrups, in columns, the joints, central third., armor in a, ext., typical sections of columns in porches, stirrups, ext., stirrups, detail of stairs, first stretch, n.p.t., n.p.t., second stretch, detail of meeting between beam column, cm., lengths of hooks cm., see box, variable, spacing in the knot, detail of beams columns, Mooring detail of non-load bearing wall with column, beam, window, cut, scale:, column joists, Typical central column, shoe dimensions, shoe, max, typical detail of folded, cm., lengths of hooks cm., see box, variable, spacing in the knot, detail of beams columns, ext., stirrups, ext., stirrups, shoe mesh, rec. free, according to picture, of footings, tank lid, esc, cut of cistern, esc, niv, niv, of max., sink, split stone, filler, stairs, of cat, niv, garden, own weight per cm kg, roof overload kg, live loads overload c. v., design charge rne c.m c.v, about reinforcement, Overload in school kg, All reinforcement will be doubled unless indicated by the resident engineer., Minimum overlap length cm., when the parallel reinforcement

Raw text data extracted from CAD file:

Kg/cm. 2 \A1;.54 \A1;.10 \A1;.80 \A1;2.5 \A1;.54 \A1;3.60 \A1;3.60 \A1;3.40 \A1;2.50 \A1;3.40 \A1;3.60 \A1;3.40 \A1;3.40 \A1;3.60 \A1;3.40 \A1;2.75 \A1;2.50 \A1;2.75 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.90 SOLADO DE CONCRETO f´c = 100.0 Kg / cm² e = 10.0 cm N.T + 0.00 N.P.T + 0.30 4f3/8" \A1;0.50 0.15 5 5 5 0.60 0.50 0.60 0.40 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') 0.3999999999999915 CORTE 1-1 ESC: 1:20 NFP.±0.00 0.5 NFC.-0.60 Terreno Natural Compactado 0.1999999999999176 0.1000000000000227 0.0500000000000114 NFP.+0.15 CONCRETO ARMADO f'c=210Kg/cm² VC-1 NFP.+0.15 0.3999999999999915 0.2000000000000028 0.0999999999999943 0.0499999999999972 CORTE 2-2 ESC: 1:20 Terreno Natural Compactado 0.5 NFP.±0.00 NFC.-0.60 CORTE 4-4 ESC: 1:20 0.5 NFC.-0.60 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') CONCRETO ARMADO f'c=210Kg/cm² VC-1 NFP.±0.00 NFP.+0.15 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 0.5 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 NFP.+0.15 NFP.±0.00 5 Terreno Natural Compactado NFC.-0.60 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') CORTE 3-3 ESC: 1:20 0.3999999999999488 NFC.-0.60 NFP.±0.00 NFP.+0.15 NFP.+0.15 Terreno Natural Compactado 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 CORTE 5-5 NFC.-0.60 NFP.±0.00 NFP.+0.15 Terreno Natural Compactado CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 ESC: 1:20 0.4999999999999432 NFP.±0.00 NFP.+0.15 Terreno Natural Compactado CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 CONCRETO ARMADO f'c=210Kg/cm² VC-1 CORTE 6-6 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') NFP.±0.00 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 NFP.±0.00 5 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') ESC: 1:20 0.5 NFC.-0.60 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') CONCRETO ARMADO f'c=210Kg/cm² VC-1 NFP.±0.00 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 0.5 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 NFP.±0.00 5 Terreno Natural Compactado NFC.-0.60 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') NFP.+0.15 NFP.+0.15 U N I V E R S I D A D C É S A R V A L L E J O NFP.±0.00 CORTE 7-7 ESC: 1:20 0.5 NFC.-0.60 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6'') NFP.+0.15 0.3999999999999915 0.1999999999999176 0.1000000000000227 0.0500000000000114 \A1;.40 \A1;.50 \A1;.20 \A1;.10 \A1;.05 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.50 \A1;.40 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;Junta de Separacion Sismica e=.050 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;Junta de Separacion Sismica e=.050 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 \A1;Junta de Separacion Sismica e=.050 \A1;.50 \A1;.40 \A1;.20 \A1;.10 \A1;.05 RECUBRIMIENTO d DE COLUMNA, 10.0 6.5 13.0 1/4" 3/8" 1/2" 2.0 1.3 2.5 PLACA ó VIGA A d A 45° ESPECIFICADO 45° r r (cm.) (cm.) r \A1;.85 \A1;.10 \A1;.375 \A1;.30 \A1;.40 \A1;.40 \A1;Dimensiones indicadas en Planta \A1;.10 5 0.0999999999999943 5 f' = 175 Kg/cm2 N.F.P.+0.475 Recubrimiento e=4cm Estribos @ .20 de cada extremo 0.2999999999999972 SOLADO 1:10 0.3949999999999818 en planta øs Indicados 0.3949999999999818 Dimensiones indicadas en Planta 0.0999999999999943 DETALLE DE ANCLAJE TIPICO DE COLUMNA Y ZAPATA ESCALA 1/20 []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 \A1;T 6 d1/2" @0.15m 6 d1/2" @0.15m \A1;S \A1;2.75 \A1;2.50 \A1;8.63 \A1;8.85 \A1;8.45 \A1;3.60 \A1;3.40 \A1;3.40 \A1;2.50 \A1;2.75 \A1;6.30 \A1;4.23 \A1;8.45 \A1;8.85 \A1;8.45 \A1;6.30 \A1;8.63 \A1;8.85 \A1;6.30 \A1;3.60 \A1;3.60 \A1;2.50 \A1;2.75 \A1;2.75 \A1;3.60 \A1;3.40 \A1;2.75 \A1;2.50 \A1;2.75 \A1;2.50 \A1;2.50 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.90 \A1;0.36 0.5444455370086416 0.544445537008869 0.1003818931778824 0.804664422403107 SOLADO DE C° 1:12 5 LOSA ALIGERADA \A1;.25 LOSA ALIGERADA LOSA ALIGERADA N.T.N.±0.00 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 0.3571412646126646 \A1;.54 \A1;.10 \A1;.80 \A1;2.5 \A1;.54 \A1;0.36 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.90 \A1;.45 \A1;.71 \A1;2.14 \A1;2.80 \A1;.36 \A1;.17 \A1;.88 \A1;.54 \A1;L \A1;L \A1;L \A1;L \A1;0.60 \A1;0.173 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.83 \A1;1.95 \A1;0.83 \A1;0.83 \A1;1.95 \A1;0.83 \A1;0.83 \A1;0.25 \A1;0.30 \A1;0.60 \A1;1.39 \A1;2.22 \A1;0.47 \A1;Variable \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.1 \A1;0.15 \A1;e= 5cm max .40cm \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;e \A1;Variable \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;B \A1;A \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;0.60 \A1;0.90 \A1;.15 \A1;.15 \A1;0.60 \A1;0.90 \A1;.15 \A1;1.80 \A1;45.00° \A1;45.00° \A1;0.45 \A1;0.45 \A1;.20 \A1;.20 \A1;2.50 \A1;.15 \A1;0.50 \A1;.05 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.15 \A1;L/4 \A1;L/4 \A1;L/3 \A1;M \A1;L/3 \A1;L \A1;L/4 \A1;L/4 \A1;L/3 \A1;m \A1;0.55 \A1;.30 \A1;0.50 \A1;0.50 \A1;0.55 \A1;.30 .20 .10 \A1;L/2 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.60 1 2 3 4 5 6 7 8 9 10 11 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 5 18 d1/2" @0.15m 18 d1/2" @0.15m 18 d1/2" @0.15m 18 d1/2" @0.15m 5 5 5 5 5 5 5 5 5 5 5 5 A B C E' Columnas de Amarre Vigas Peraltadas = = 2.00 cm. 4.00 cm. - COLUMNAS Y VIGAS ESPECIFICACIONES TECNICAS MATERIALES Columnas Estructurales Zapatas 8.00 cm. RECUBRIMIENTOS - SOBRECIMIENTO ARMADO - CIMENTACION CORRIDA - CIMIENTO CONCRETO ACERO d : CEMENTO-HORMIGON 1:10+30% DE PG. 6" max. : f'c= 210 kg/cm2 1.20 En General = = 4.00 cm. : f'c= 175 kg/cm2 = : CONCRETO CICLOPEO = f'y 4,200 t. 12f 5/8" @ 0.20 13f 5/8" @ 0.20 A A 5 5 5 5 5 A A A A A A A A A A 5 5 A A A A A A 5 B B 5 5 25f 1/2" @ 0.15 25f 1/2" @ 0.15 12f 5/8" @ 0.20 13f 5/8" @ 0.20 12f 5/8" @ 0.20 13f 5/8" @ 0.20 13f 5/8" @ 0.20 12f 5/8" @ 0.20 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 5 6 5 5 5 5 5 4 3 2 1 5 6 5 A B C 5 5 D 5 E A A A A A A A A A A A A A A A A A A 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 25f 1/2" @ 0.15 5 5 13f 5/8" @ 0.20 12f 5/8" @ 0.20 13f 5/8" @ 0.20 12f 5/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 BASE DE ESCALERA \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.050 CORTE A - A CORTE B - B SOLADO DE CONCRETO f´c = 100.0 Kg / cm² e = 10.0 cm N.T + 0.00 N.P.T + 0.30 \A1;0.50 0.15 0.20 0.40 0.90 5 5 5 5 SOLADO DE C° 1:12 2.5 LOSA ALIGERADA \A1;.25 LOSA ALIGERADA LOSA ALIGERADA N.T.N.±0.00 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d3/8",1@0.05,4@0.10 3@0.15,Rto @0.25 5 SOLADO DE CONCRETO f´c = 100.0 Kg / cm² e = 10.0 cm N.T + 0.00 N.P.T + 0.30 4f3/8" \A1;0.50 0.15 0.20 0.40 0.90 4f3/8" N.N.T + 0.18 m 5 5 5 5 2.80 5 S.C. 5 SOLADO DE C° 1:12 Esc: 1/25 COLUMNA EXTERNA EN LOS TRES PISOS (Ver Cuadro Columnas) N.P.T + 0.33 m 5 LOSA ALIGERADA \A1;variable (min 0.80) EN CIMENTACION TRASLAPES Y EMPALMES - - - - - - superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna de apoyo. empalmes del refuerzo LOSAS, 5/8" 60 6mm 30 3/8" 40 1/2" 50 d VIGAS (cm) No se permitirán 50 30 40 COLUM. (cm) LOSAS Y VIGAS L L Rmin. 1.5cm 2.0cm No se empalmarán más de 50% de la misma sección. se ubicarán en el ESTRIBOS EN COLUMNAS L L Los empalmes L L 10cm 15cm tercio central. armadura en una d 6mm 3/8" R f 3 / 8" : 1 @ 0.05 + 10 @ 0.10 + R @ 0.20 / Ext. C - 2 SECCIONES TÍPICAS DE COLUMNAS EN PÓRTICOS 3 f 5 / 8" 3 f 5 / 8" C - 1 Estribos f 3 / 8" : 1 @ 0.05 + 10 @ 0.10 + R @ 0.20 / Ext. Estribos 0.60 \A1;0.40 3 f 5 / 8" 3 f 5 / 8" 0.60 \A1;0.50 DETALLE DE ESCALERAS PRIMER TRAMO f 3 / 8" @ 0.15 N.P.T. f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 f 3 / 8" @ 0.20 f 3 / 8" @ 0.20 N.P.T. f 3 / 8" @ 0.20 e = 0.15 f 3 / 8" @ 0.25 f 3 / 8" @ 0.15 f 3 / 8" @ 0.15 f 3 / 8" @ 0.25 e = 0.15 f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 f 3 / 8" @ 0.15 f 3 / 8" @ 0.20 SEGUNDO TRAMO f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 0.60 0.173 0.25 0.30 0.30 0.40 0.30 0.60 5 5 5 5 5 5 5 5 5 5 DETALLE DE ENCUENTRO ENTRE VIGA Y COLUMNA f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS DETALLE DE AMARRE DE MURO NO PORTANTE (Con ventana) CON COLUMNA 0.30 0.30 Viga Ventana 0.10 x x Corte x-x 2Ø3/8" 0.1 0.15 1Ø1/4"@0.25 Escala: 1:25 Columnetas y viguetas f'c=175 Kg/cm² COLUMNA CENTRAL TIPICA DIMENSIONES DE ZAPATAS Z - 1 B (lado mayor) b (lado menor) h (altura) m Z - 2 m m 2.55 2.75 0.60 3.60 3.40 0.75 Z - 3 Z - 4 Z - 5 1.15 1.15 0.60 2.55 2.75 0.60 2.55 2.75 0.60 ZAPATA V - 101 (0.45 x 0.90) V - 102 (0.35 x 0.70) 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" 1 f 1/2" 1 f 1/2" 5 1 f 1/2" 1 f 1/2" e= 5cm max .40cm \Fromans.shx;\C5;PLANTA DETALLE TIPICO DE DOBLADO 0.30 \Fromans.shx;\L\C5;X 0.30 0.30 0.30 \Fromans.shx;\L\C5;Y e \Fromans.shx;\C5;ELEVACION \Fromans.shx;\L\C5;Z f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS f 3 / 8" : 1 @ 0.05 + 10 @ 0.10 + R @ 0.20 / Ext. V - 102 Estribos 6 f 3 / 4" 0.70 \A1;0.35 f 3 / 8" : 1 @ 0.05 + 10 @ 0.10 + R @ 0.20 / Ext. V - 101 Estribos 7 f 3 / 4" 0.90 \A1;0.45 V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 102 (0.35 x 0.70) V - 102 (0.35 x 0.70) V - 102 (0.35 x 0.70) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 101 (0.45 x 0.90) V - 102 (0.35 x 0.70) V - 102 (0.35 x 0.70) V - 102 (0.35 x 0.70) V - 102 (0.35 x 0.70) MALLA DE ZAPATA B A REC. LIBRE 0.075 SEGUN CUADRO DE ZAPATAS TAPA DE CISTERNA d3/8"@.25 Esc. 1:25 2Ø5/8" d3/8"@.25 d3/8"@.25 d3/8"@.25 2Ø5/8" 2Ø5/8" A .15 1.50 .15 .15 1.50 .15 .15 0.60 0.90 .15 .15 0.60 0.90 .15 A CORTE A-A DE CISTERNA Esc. 1:25 Ø3/8"@0.25 Ø3/8"@0.25 Ø3/8"@0.25 2Ø5/8" 4Ø1/2" Niv. - 0.15 4Ø1/2" Niv. - 2.65 4Ø1/2" Ø3/8"@0.25 DE d 1" MAX. SUMIDERO 0.30x0.30x0.30 PIEDRA PARTIDA RELLENO DE 2Ø1/2" Escalera de gato Ø1/2" Ø3/8"@0.25 1.80 5 5 0.45 0.45 .20 .20 2.50 .15 0.50 .05 Niv. + 0.10 Jardín PESO PROPIO : POR CADA h = 20 cm = 300 kg / m² SOBRECARGA EN TECHO = 500 Kg / m² SOBRECARGAS O CARGAS VIVAS ( C. V. ) : CARGA DE DISEÑO : ( RNE U = 1.6 C.M + 1.8 C.V ) \LESPECIFICACIONES ACERCA DEL REFUERZO : SOBRECARGA EN COLEGIO = 500 Kg / m² * Todo refuerzo será doblado en frío, salvo indicación del Ingeniero Residente. * Longitud de Traslape mínima = 30 cm. * Cuando el refuerzo paralelo se coloque en dos o más capas, las barras de las capas superiores deben colocarse exactamente sobre las de las capas inferiores con una distancia libre entre capas igual al f \H0.6x;b y no menor de 2.5 cm. PESO DE ACABADOS = 100 kg / m² CONCRETO f'c = 210 Kg/Cm² \LLOSAS ALIGERADAS : \LESPECIFICACIONES TÉCNICAS ACERO fy = 4200 Kg/Cm² CARGAS PERMANENTES ( C. M. ) : \LPARÁMETROS DE DISEÑO DE LOSA ALIGERADA : RECUBRIMIENTO MÍNIMO DEL REFUERZO = 2.0 cm PESO ESPECIFICO DEL CONCRETO = 2400 kg / m³ DETALLE TÍPICO DE LOSA ALIGERADA (h =0.20m) Act : f 1/4 " @ 0.25 0.10 0.30 0.10 0.30 0.10 0.15 0.20 L/3 M L/3 L DETALLE PARA EMPALME TRASLAPADOS PARA VIGAS L/4 L/4 L/3 m L/4 L/4 REFUERZO INFERIOR V A L O R E S D E m DIAMETRO 3/4" 1/2" 0.50 0.60 0.50 0.40 REFUERZO SUPERIOR APUNTE ISOMETRICO DE 1 AULA 0.55 .30 \A1;8.63 10 Ø1/4" 1@0.05, 5@0.10, 3@0.15, R. @ 0.20 5Ø1/4"1@.05,R.10 2Ø3/4" 6Ø3/4" 4Ø3/4" 0.50 2Ø3/4" 6Ø3/4" 4Ø3/4" 0.50 0.55 .30 5Ø1/4"1@.05,R.10 .20 .10 ø=1/4" L=36ø L/2 UNA RAMA EN DOBLE VIGUETA DET. DE DOBLEZ SIMPLE DE DOBLE VIGUETA DETALLE DE 2ø1/2" C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 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 ALUMNO: Jhonatan Cruzado Villanueva DOCENTE: Ing. Segundo Garcia Galarreta CURSO: DISEÑO ESTRUCTURAL III FACULTAD: Arquitectura E-02 ESCALA: 1 : 75 L O Z A S Y V I G A S ALUMNO: Jhonatan Cruzado Villanueva DOCENTE: Ing. Segundo Garcia Galarreta CURSO: DISEÑO ESTRUCTURAL III FACULTAD: Arquitectura E-01 ESCALA: 1 : 75 C I M E N U N I V E R S I D A D C E S A R V A L L E J O U N I V E R S I D A D C E S A R V A L L E J O T A C I O N recubrimiento 0.04 m recubrimiento 0.02 m d 3/8" separación variable recubrimiento 0.02 m especificado en detalle especificado en detalle viga de borde hacia abajo 0.20 x 0.45 m 2 d 1/2 " Ø 3/8" @ 0.30 m variable 2 ALAMBRES # 8 CADA 5 HILADAS COLUMNA .50 DET. DE AMARRE ENTRE \LMUROS Y COLUMNAS .50 ESC : 1/25 5 5 Piso Ceramico serie Nordica 30 x 30 color marfil NPT. +0.20 AULA PRIMARIA AULA PRIMARIA NPT. +0.20 Piso Ceramico serie Nordica 30 x 30 color marfil Piso Ceramico serie Nordica 30 x 30 color marfil NPT. +0.20 AULA PRIMARIA P=1.20 x 2.10 P=1.20 x 2.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 1 2 3 4 5 6 7 8 9 10 11 Piso Ceramico serie Nordica 30 x 30 color marfil NPT. +0.20 AULA PRIMARIA AULA PRIMARIA NPT. +0.20 Piso Ceramico serie Nordica 30 x 30 color marfil Piso Ceramico serie Nordica 30 x 30 color marfil NPT. +0.20 AULA PRIMARIA P=1.20 x 2.10 P=1.20 x 2.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 1.10 0.30 1.80 V1 V1 1.80 0.30 1.10 ALUMNO: Jhonatan Cruzado Villanueva DOCENTE: Ing. Segundo Garcia Galarreta CURSO: DISEÑO ESTRUCTURAL III FACULTAD: Arquitectura E-02 ESCALA: 1 : 75 L O Z A S Y V I G A S U N I V E R S I D A D C E S A R V A L L E J O

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, concrete, construction, construction details section, cut construction details, DETAIL, details, DWG, reinforced, stair