Details Estructura Seismoresistent Structure DWG Detail for AutoCAD

Details Estructura Seismoresistent Structure DWG Detail for AutoCAD

Detail construction for faucet

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

plant, plot in scale format, machine room, workshop, box, office plant manager, dinning room, ss.hh. changing rooms, bath, ss.hh. mens, ss.hh. women, systems room, admin office, store lubricants, vault, warehouse market, counting room, market cafeteria, n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., n.f.p., plant foundation of building, confined masonry wall, masonry wall without structural contribution, legend, concrete, Horizontal verticals, breakage by compression of the wall, kind, cement: sand, corridos, regulations regulations, build according to r.n.e in Peruvian standards:, reinforced concrete, earthquake resistant design., foundation floors., charges, masonry:, coatings:, overload:, simple concrete:, p.m., p.g., cm., f’m, Technical specifications, distortions:, Resistance the compression of concrete:, of structural steel, steel for concrete:, plates will have a thickness size, the fillet welds between profiles, of the thinnest element that is joining., cellulosic aws, welding:, stairs, cm., lightened slab, lightened slab, f’c, Seismic force parameters according to e.m. rule, sec., cm., masonry, n.f.z., column box, nomenclature, measurements, steel, stirrups, roof beam, overlapping splices for columns, note: in different parts trying to do it outside the confinement zone, p.v.c., portico, tecnopor, brick partition, portico columneta anchor, p.v.c., tecnopor, brick partition, partition columneta, beam, bending of stirrup in beams columns, coated, beam column, section of reinforced concrete, rest according to picture., Selected fill material, n.f.z., n.f.p., concrete column, concrete shoe, level, projection of foundation beam, the reinforcing steel used longitudinally in, The dimensions of these hooks are specified in the, hooks which will be housed in the, beams should end in, note:, previous box., on corrugated iron rods, Standard hooks box, overlapping box, do not splice more of the area, total in the same section., in case of not splicing in the zones, indicated with the specified percentages, increase the length of splice in a, consult the designer., for lightened flat beams. the steel, for, interior is spliced ​​over the being, the splice length equal cm. cm., note:, of db, free cm to stirrup, plot in scale format, n.p.t., armor of minor, greater armor, lower cant beam beam, beam armor of greater paralte, longitudinal union of typical beams, same cant, different cant, detail in, union of typical beams, first level plant, values, lower reinforcement, anyone, superior reinforcement, overlapping splices for slab beams, ace. temperature, typical cut of the lightened clay of, bending of stirrup in beams columns, coated, beam column, section of reinforced concrete, free cm, spacing between bars, ld traction, ld traction bars sup., upper bars: horizontal bars that have below more than cm. of fresh concrete, anchor length, variable, beam, lintel detail, lintel, straight extension, minimum bending radius, cm., column, cm., beam, db extension, minimum radio, typical hook detail, beam, dsegun column box, spun, anchor for confinements, beam, dsegun column box, anchoring at ends for confinements, spun, lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, n.p.t., lightened slab, lightened slab, n.p.t., lightened slab, November, scale, drawing:, professional, draft:, flat, scale:, flat, draft, date:, owner:, rev:, beam, masonry wall, tecnopor board, beam, masonry wall, tecnopor board, beam, beam, beam, masonry wall, tecnopor board, passes beam, beam, beam, beam, masonry wall, tecnopor board, beam arrives, beam, beam arrives, masonry wall, beam, masonry wall, beam, beam, beam, masonry wall, masonry wall, drywall wall, tecnopor board, beam, beam, masonry wall, tecnopor board, beam, masonry wall, masonry wall, tecnopor board, beam, beam, beam, reinforcing steel used longitudinally in beams should end in hooks which will be housed in the dimensions of these hooks are specified in the table the sheet, beam, masonry wall, tecnopor board, masonry wall, technology meeting

Raw text data extracted from CAD file:

\A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;Recub. \A1;a \A1;45° \A1;45° \A1;r \A1;.50 \A1;.90 \A1;.30 \A1;.30 \A1;.075 \A1;.075 \A1;D \A1;.10 \A1;.10 \A1;.30 \A1;.15 \A1;.40 \A1;.15 \A1;.55 \A1;.15 \A1;VER PLANTA \A1;.60 \A1;.50 \A1;.55 \A1;.55 \A1;.55 \A1;.15 \A1;.45 \A1;.60 \A1;.10 \A1;VAR \A1;.60 \A1;.10 \A1;.50 \A1;.60 \A1;.10 \A1;.30 \A1;.60 \A1;.10 \A1;.15 \A1;.55 \A1;.60 \A1;.10 \A1;.30 \A1;.60 \A1;.10 \A1;.15 \A1;.65 \A1;.60 \A1;.10 \A1;.30 \A1;.60 \A1;.10 \A1;.15 \A1;.25 \A1;.50 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.40 \A1;1.40 \A1;1.60 \A1;1.60 \A1;1.40 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.30 \A1;1.30 \A1;1.50 \A1;1.50 \A1;2.00 \A1;2.00 \A1;1.60 \A1;1.60 \A1;1.40 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.25 \A1;.25 \A1;2H/3 \A1;Le \A1;Le \A1;.15 \A1;VAR \A1;.10 \A1;.30 \A1;.30 \A1;.10 \A1;.25 \A1;.30 \A1;.15 \A1;.20 \A1;.20 \A1;.075 \A1;.30 \A1;.30 \A1;.40 \A1;t \A1;.40 \A1;Mín .60 \A1;.60 \A1;.50 \A1;.25 \A1;5.050 \A1;.25 \A1;2.900 \A1;.25 \A1;3.250 \A1;.25 \A1;2.290 \A1;.25 \A1;1.910 \A1;.25 \A1;3.300 \A1;.25 \A1;3.800 \A1;.25 \A1;5.425 \A1;3.150 \A1;3.500 \A1;2.540 \A1;2.160 \A1;3.550 \A1;4.175 \A1;24.500 \A1;.25 \A1;1.83 \A1;.15 \A1;.12 \A1;.15 \A1;2.20 \A1;.25 \A1;2.25 \A1;.15 \A1;.50 \A1;.15 \A1;1.75 \A1;.25 \A1;2.155 \A1;.27 \A1;2.400 \A1;2.450 \A1;.650 \A1;2.075 \A1;10.000 \A1;1.60 \A1;1.60 \A1;1.45 \A1;1.45 \A1;.25 \A1;.25 \A1;.50 \A1;0.25~0.30 \A1;0.25~0.30 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;H/6 \A1;H/6 \A1;.25 \A1;.25 \A1;.45 \A1;.65 \A1;VAR \A1;.60 \A1;.30 \A1;.60 \A1;.10 \A1;VAR \A1;.10 \A1;.30 PLOTEAR EN FORMATO A-1 ESCALA 1/50 CUARTO DE MAQUINAS CUARTO DE MAQUINAS TALLER CAJA OFICINA JEFE DE PLANTA COMEDOR SS.HH. VESTUARIOS BAÑO BAÑO SS.HH. HOMBRES SS.HH. MUJERES CUARTO DE SISTEMAS OFICINA ADMINITRADOR ALMACEN LUBRICANTES BOVEDA ALMACEN MARKET CUARTO DE CONTEO MARKET CAFETERIA N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 N.F.P. ±0.00 A B C D E F 3 2 1 B' C' PLANTA CIMENTACION DE EDIFICIO \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/50 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-3 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 MURO DE ALBAÑILERIA CONFINADA MURO DE ALBAÑILERIA SIN APORTE ESTRUCTURAL LEYENDA -MUROS DE CONCRETO -COLUMNAS -CONFINAMIENTOS VERTICALES Y HORIZONTALES -RESISTENCIA A LA ROTURA POR COMPRESION DEL MURO -UNIDADES: 0.14x0.24x0.09 (LADRILLO TIPO V) -MORTERO: CEMENTO:ARENA (1:4) -CIMIENTOS CORRIDOS REGLAMENTOS Y NORMAS CONSTRUIR DE ACUERDO AL R.N.E EN LAS NORMAS PERUANAS: E.060 CONCRETO ARMADO E.030 DISEÑO SISMO RESISTENTE. E.050 SUELOS Y CIMENTACIONES. E.020 CARGAS ALBAÑILERIA: -VIGAS RECUBRIMIENTOS: SOBRECARGA: -SOBRECIMIENTOS CONCRETO SIMPLE: 1:8 + 25% P.M. (CEMENTO-HORMIGON) 1:10 + 30% P.G. (CEMENTO-HORMIGON) 4.0 cm. 4.0 cm. 4.0 cm. 3.0 cm. f'm = 55 Kg/cm2 ESPECIFICACIONES TÉCNICAS -SOLADOS Di/hei < 0.007 (CONCRETO ARMADO)----(NORMA E.030) DISTORSIONES: RESISTENCIA A LA COMPRESIÓN DEL CONCRETO: -ESFUERZO DE FLUENCIA DEL ACERO ESTRUCTURAL ACERO PARA CONCRETO: fy = 4200 Kg/cm2 fy = 4220 Kg/cm2 PLANCHAS TENDRAN UN TAMAÑO (WS) DEL ESPESOR LAS SOLDADURAS DE FILETES ENTRE PERFILES Y/O DEL ELEMENTO MAS DELGADO QUE SE ESTE UNIENDO. -ELECTRODOS CELULOSICOS AWS A.51 E60xx SOLDADURA: -LOSA MACIZA, ESCALERA 2.0 cm. -TECHO LOSA ALIGERADA 100 Kg/m2 -ZAPATAS, COLUMNAS, VIGAS, LOSA ALIGERADA f'c = 210 Kg/cm2 f'c = 100 Kg/cm2 PARÁMETROS DE FUERZA SISMICA SEGUN E.M.S. Y NORMA E.030: Z=0.4 , U=1.0 , S=1.4 , Tp=0.9 seg. Rx=7 (PORTICOS Y MUROS) Ry=7 (PORTICOS Y MUROS) -ZAPATAS 7.5 cm. E.070 ALBAÑILERIA 5 5 5 5 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-1\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-5\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-4\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-6\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-7\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-4\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \C2;Z-2\Fromans|c0;\H0.65x;\C4; H=0.50m N.F.Z. -1.30 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 \U+22055/8"@0.20 C-1 3/8" C/EXTREMO 1@0.05, 8@0.10, R@0.20 5 5 CUADRO DE COLUMNAS NOMENCLATURA MEDIDAS ACERO ESTRIBOS 4d5/8" H/6 2H/3 H/6 Le Le 5 5 Viga o techo Viga o techo d Le (cm) 3/8" 40 45 60 80 120 1/2" 5/8" 3/4" 1" EMPALMES TRASLAPADOS PARA COLUMNAS NOTA: \H0.75x;Empalmar en diferentes partes tratando de hacerlo fuera de la zona de confinamiento 3/4" P.V.C. PORTICO 1Ø5/8" TECNOPOR e=1" TABIQUE DE LADRILLO 5 5 ANCLAJE DE COLUMNETA A PORTICO \W9.15426; \W0.76923x;\C4;ESCALA: 1/25 3/4" P.V.C. TECNOPOR e=1" TABIQUE DE LADRILLO TABIQUE DE LADRILLO 1Ø5/8" 5 5 COLUMNETA DE TABIQUE COLUMNETA DE TABIQUE VIGA DOBLADO DE ESTRIBO EN VIGAS Y COLUMNAS \W1;\C4;ESCALA: 1/5 Recub. 3/8" 13cms 1/4" Ø r 8cms a 3cms 2cms a 5 5 d DE COLUMNA O VIGA SECCION DE CONCRETO ARMADO r 5 5 2 d3/8" d3/8" @.15 RESTO SEGUN CUADRO. \W0.55262; MATERIAL DE \W0.55262; RELLENO \W0.55262; SELECCIONADO \W0.55262; MATERIAL DE \W0.55262; RELLENO \W0.55262; SELECCIONADO 5 5 5 5 D 5 N.F.Z. -1.30 N.F.P. +0.30 COLUMNA DE CONCRETO ZAPATA DE CONCRETO f'c=210 Kg/cm² NIVEL +0.20 PROYECCION DE VIGA DE CIMENTACION 5 EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL EN LAS DIMENSIONES DE ESTOS GANCHOS ESTAN ESPECIFICADAS EN EL GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO, CIMENTACION, COLUMNAS, VIGAS Y LOSAS, DEBERAN TERMINAR EN NOTA: CUADRO ANTERIOR. 5/8" 35 EN VARILLAS DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD 1/2" 3/8" d 1/4" 25 20 15 G(cm) 5 5/8" 70 5 CUADRO DE TRASLAPES 50 40 L(cm) 30 1/2" 3/8" 1/4" d \A1;L/3 \A1;m \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;L/4 \A1;m -133.3969180255566 -133.3969180255566 -133.3969180255566 -133.3969180255566 -133.3969180255566 H -133.3969180255566 -133.3969180255566 -133.3969180255566 -133.3969180255566 -133.3969180255566 a) No empalmar mas de 50% del area total en una misma sección. b) En caso de no empalmar en las zonas indicados o con los porcentajes especificados aumentar la longitud de empalme en un 70% o consultar al proyectista. c) Para aligerados y vigas chatas. el acero para 1/2" o 3/4". interior se empalmara sobre los apoyos, siendo la longitud de empalme igual a 25 cm. y 35 cm. Nota: \A1;L \A1;G \A1;.10 \A1;.30 \A1;.10 \A1;.15 \A1;.20 \A1;Recub. \A1;a \A1;45° \A1;45° \A1;r \A1;0.80~1.50 \A1;Variable \A1;.15 \A1;.15 \A1;.15-.25 \A1;EXTENSION DE 12 db \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;Viga \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;5.050 \A1;.25 \A1;2.900 \A1;.25 \A1;3.250 \A1;.25 \A1;2.290 \A1;.25 \A1;1.910 \A1;.25 \A1;3.300 \A1;.25 \A1;3.800 \A1;.25 \A1;5.425 \A1;3.150 \A1;3.500 \A1;2.540 \A1;2.160 \A1;3.550 \A1;4.175 \A1;24.500 \A1;.25 \A1;1.83 \A1;.15 \A1;.12 \A1;.15 \A1;2.20 \A1;.25 \A1;2.25 \A1;.15 \A1;.50 \A1;.15 \A1;1.75 \A1;.25 \A1;2.155 \A1;.27 \A1;2.400 \A1;2.450 \A1;.650 \A1;2.075 \A1;10.000 \A1;.60 \A1;.90 \A1;.50 \A1;1.05 \A1;.50 \A1;1.30 \A1;1.00 \A1;.70 \A1;.50 \A1;.50 \A1;.60 \A1;.90 \A1;.50 \A1;1.30 \A1;1.00 \A1;.70 \A1;.50 \A1;.60 \A1;.90 \A1;.50 \A1;1.30 \A1;1.00 \A1;.70 \A1;.50 \A1;1.05 \A1;.50 \A1;1.05 \A1;.50 \A1;.50 \A1;.50 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.75 \A1;.75 \A1;.60 \A1;.80 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.75 \A1;.75 \A1;.60 \A1;.80 \A1;.70 \A1;.60 \A1;.80 \A1;.95 \A1;1.00 \A1;.80 \A1;.70 \A1;.60 \A1;.80 \A1;.95 \A1;1.00 \A1;.80 \A1;.50 \A1;.25 \A1;.25 \A1;X \A1;X \A1;X \A1;X \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;Viga \A1;.10 \A1;Libre 2.50 cm \A1;Libre 2.50 cm (min) \A1;4 cm Libre al Estribo \A1;Ld PLOTEAR EN FORMATO A-1 ESCALA 1/50 A B C D E F 3 2 1 B' C' C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 N.P.T. ±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2' 2'' 1' 1'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 C-1 ARMADURA DE MENOR d ARMADURA DE MAYOR d 5 5 ARMADURA DE VIGA DE MENOR PERALTE 5 ARMADURA DE VIGA DE MAYOR PARALTE UNION LONGITUDINAL DE VIGAS TIPICAS \H0.5x;\W1;\C4;ESCALA: 1/20 IGUAL PERALTE DISTINTO PERALTE X X 3/4" 0.40mt. 1/2" 5/8" d 3/8" 0.30mt. X 0.20mt. 0.25mt. X X DETALLE EN " L " (PLANTA) DETALLE EN " T " (PLANTA) UNION DE VIGAS TIPICAS \H0.5x;\W1;\C4;ESCALA: 1/20 PLANTA \fArial|b1|i0|c0|p34;VIGAS Y TECHO\fArial|b1|i0|c161|p34; \fArial|b1|i0|c0|p34;DEL PRIMER NIVEL \fArial|b1|i0|c161|p34;DE EDIFICIO\fArial|b1|i0|c0|p34; (S/C=100 Kg/cm²)\fArial|b1|i0|c161|p34; \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/50 V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-102 (0.25x0.40) V-102 (0.25x0.40) H>0.30 0.75 0.60 0.45 0.50 VALORES m REFUERZO INFERIOR H CUALQUIERA 0.40 0.40 0.50 0.60 REFUERZO SUPERIOR H<0.30 0.55 0.45 0.40 0.40 d 3/8" 1/2" 5/8" 3/4" EMPALMES TRASLAPADOS PARA VIGAS Y LOSAS 5 5 5 5 5 As. TEMPERATURA d1/4"@0.25 CORTE TIPICO DEL ALIGERADO H=0.20 (BLOQUES DE ARCILLA DE 0.15x0.30x0.30) \H0.5x;\W1;\C4;ESCALA: 1/10 DOBLADO DE ESTRIBO EN VIGAS Y COLUMNAS \W1;\C4;ESCALA: 1/5 Recub. 3/8" 13cms 1/4" Ø r 8cms a 3cms 2cms a 5 5 d DE COLUMNA O VIGA SECCION DE CONCRETO ARMADO r 5 Libre 2.50 cm (min) 5 ESPACIAMIENTO ENTRE BARRAS \W8.39297; \W0.76923x;\C4;ESCALA: 1/5 \A1;d3/8" d Ld tracción (cm) 3/8" 30 32 40 50 90 1/2" 5/8" 3/4" 1" Ld (*) tracción Barras Sup. 42 45 56 70 125 (*) Barras Superior: Barras Horizontales que tengan por debajo mas de 30 cm. de Concreto Fresco LONGITUD DE ANCLAJE Ld S S d1/4"@0.15 2d1/2" 2d3/8" 0.80~1.50 Variable 5 VIGA 5 .15-.25 2d3/8" 2d1/2" d1/4"@0.15 DETALLE DE DINTEL \W6.50681; \W0.76923x;\C4;ESCALA: 1/50 \W0.76923x;CORTE S-S \W0.76923x;DE DINTEL EXTENSION RECTA (12 db) RADIO MINIMO DE DOBLEZ 11.5 cm. 15 cm. 20 cm. 5/8" 1/2" 3/8" 3/8" 1/2" 5/8" COLUMNA 3 cm. 4 cm. 5 cm. VIGA EXTENSION DE 12 db RADIO MINIMO DETALLE DE GANCHO TIPICO \H0.5x;\W1;\C4;ESCALA: S/E 5 5 5 5 Viga dSEGUN CUADRO DE COLUMNAS 2d1/4" C/3 HILADAS ANCLAJE INTERMEDIO\fArial|b1|i0|c0|p34; PARA CONFINAMIENTOS \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 Viga dSEGUN CUADRO DE COLUMNAS ANCLAJE EN EXTREMOS PARA CONFINAMIENTOS \W7.50555; \W0.76923x;\C4;ESCALA: 1/25 5 2d1/4" C/3 HILADAS V-102 (0.25x0.40) V-102 (0.25x0.40) V-102 (0.25x0.40) V-102 (0.25x0.40) V-102 (0.25x0.40) V-102 V-102 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-103 (0.25x0.40) V-105 (0.25x0.40) V-105 (0.25x0.50) V-105 (0.25x0.40) V-105 (0.25x0.50) V-106 (0.25x0.40) V-106 (0.25x0.40) V-106 (0.25x0.40) V-104 (0.25x0.40) VS-02 (0.15x0.40) VS-02 (0.15x0.40) VS-01 (0.15x0.30) VS-01 (0.15x0.30) VS-01 (0.15x0.30) V-107 (0.25x0.40) V-107 (0.25x0.40) V-107 (0.25x0.40) V-108 (0.25x0.40) V-108 (0.25x0.40) V-108 (0.25x0.40) V-109 (0.25x0.40) V-109 (0.25x0.40) V-110 (0.25x0.40) V-110 (0.25x0.40) V-110 (0.25x0.40) V-111 (0.25x0.50) V-111 (0.25x0.40) V-111 (0.25x0.40) V-111 (0.25x0.50) V-112 (0.25x0.40) V-112 (0.25x0.40) V-112 (0.25x0.40) V-112 (0.25x0.40) VS-01 (0.15x0.30) LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 5 5 5 1\U+22053/8" 5 1\U+22053/8" 1\U+22053/8" 5 5 5 1\U+22053/8" 5 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 5 1\U+22053/8" 5 1\U+22053/8" 1\U+22053/8" 5 5 5 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 5 1\U+22053/8" 5 1\U+22053/8" 1\U+22053/8" 5 5 5 1\U+22053/8" 5 5 5 5 5 1\U+22053/8" 1\U+22051/2" 5 1\U+22053/8" 1\U+22051/2" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 1\U+22053/8" 1\U+22051/2" 5 5 1\U+22051/2" 1\U+22051/2" 5 1\U+22051/2" 5 1\U+22053/8" 5 5 1\U+22053/8" 1\U+22053/8" LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² N.P.T. ±0.00 LOSA ALIGERADA H=0.20 f'c=210 Kg/cm² 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 1\U+22053/8" 1\U+22051/2" 5 5 1\U+22051/2" 1\U+22051/2" 5 1\U+22051/2" 5 1\U+22053/8" 5 5 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 5 5 1\U+22053/8" 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 1\U+22053/8" 5 5 1\U+22053/8" 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 5 1\U+22053/8" 1\U+22053/8" C-2 C-4 V-109 (0.25x0.40) 5 1\U+22051/2" 5 5 1\U+22051/2" 5 5 1\U+22051/2" 5 Noviembre 2009 ESCALA DIBUJO: PROFESIONAL : PROYECTO: PLANO : ESCALA: PLANO PROYECTO 2 PROYECTO FECHA: PROPIETARIO: N°LAMINA: REV: \A1;.25 \A1;2.10 \A1;.15 \A1;2.20 \A1;.25 \A1;2.90 \A1;.15 \A1;1.75 \A1;.25 \A1;.40 \A1;.25 \A1;.50 \A1;.25 \A1;.15 \A1;.30 \A1;.15 \A1;.40 \A1;.50 \A1;.25 \A1;1.75 \A1;.15 \A1;2.55 \A1;.25 \A1;4.80 \A1;.25 \A1;.80 \A1;1.20 \A1;.25 \A1;2.45 \A1;.40 \A1;1.60 \A1;.25 \A1;2.25 \A1;.15 \A1;2.40 \A1;.25 \A1;.25 \A1;2.10 \A1;.25 \A1;2.10 \A1;.25 \A1;2.25 \A1;.15 \A1;2.40 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.20 \A1;.80 \A1;.40 \A1;.25 \A1;.25 \A1;4.45 \A1;.25 \A1;2.45 \A1;.15 \A1;2.20 \A1;.25 \A1;1.20 \A1;.80 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;2.25 \A1;.30 \A1;2.50 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;2.29 \A1;.25 \A1;1.91 \A1;.25 \A1;3.30 \A1;.25 \A1;3.80 \A1;.25 \A1;.25 \A1;1.35 \A1;.55 \A1;2.55 \A1;.25 \A1;4.80 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;2.80 \A1;.15 \A1;1.50 \A1;.25 \A1;4.80 \A1;.25 \A1;.50 \A1;1.20 \A1;.40 \A1;.25 \A1;.25 \A1;2.10 \A1;.15 \A1;2.20 \A1;.25 \A1;2.90 \A1;.15 \A1;1.75 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;5.05 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;2.29 \A1;.25 \A1;1.91 \A1;.25 \A1;3.30 \A1;.25 \A1;3.80 \A1;.25 \A1;1.60 \A1;1.00 \A1;.40 \A1;.25 \A1;.25 \A1;5.05 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.50 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;1.575 \A1;.30 \A1;3.175 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;2.29 \A1;.25 \A1;1.91 \A1;.25 \A1;.90 \A1;.30 \A1;2.10 \A1;.25 \A1;3.80 \A1;.25 \A1;.40 \A1;.25 VIGA V-101\fArial|b1|i0|c0|p34; \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 5 5 VIGA V-\fArial|b1|i0|c0|p34;101\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" VIGA V-10\fArial|b1|i0|c0|p34;2 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 VIGA V-\fArial|b1|i0|c0|p34;102\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-10\fArial|b1|i0|c0|p34;3 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) 5 5 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 2d1/2" 5 5 VIGA V-\fArial|b1|i0|c0|p34;103\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" 5 5 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) 3d1/2" 3d1/2" PASA VIGA V-106 PASA VIGA V-105 5 5 VIGA V-\fArial|b1|i0|c0|p34;104\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-10\fArial|b1|i0|c0|p34;4 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-10\fArial|b1|i0|c0|p34;5 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0\fArial|b1|i0|c0|p34; Y 0.25x0.50\fArial|b1|i0|c186|p34;) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 VIGA V-\fArial|b1|i0|c0|p34;105\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 VIGA V-\fArial|b1|i0|c0|p34;105\fArial|b1|i0|c238|p34; (0.25x0.\fArial|b1|i0|c0|p34;5\fArial|b1|i0|c238|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 5 5 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, 9@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) LLEGA VIGA V-104 VIGA V-10\fArial|b1|i0|c0|p34;6 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 3d1/2" 3d1/2" 2d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" LLEGA VIGA V-104 MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA 5 5 VIGA V-\fArial|b1|i0|c0|p34;106\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-10\fArial|b1|i0|c0|p34;7 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 5 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) 5 5 VIGA V-\fArial|b1|i0|c0|p34;107\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 VIGA V-\fArial|b1|i0|c0|p34;108\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-10\fArial|b1|i0|c0|p34;9 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) 5 5 VIGA V-\fArial|b1|i0|c0|p34;109\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE DRYWALL 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 5 5 JUNTA DE TECNOPOR 1" 5 5 VIGA V-\fArial|b1|i0|c0|p34;110\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-1\fArial|b1|i0|c0|p34;1\fArial|b1|i0|c186|p34;0\fArial|b1|i0|c0|p34; \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 VIGA V-1\fArial|b1|i0|c0|p34;12 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" 5 5 VIGA V-\fArial|b1|i0|c0|p34;112\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V-1\fArial|b1|i0|c0|p34;11 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0\fArial|b1|i0|c0|p34; Y 0.25x0.50\fArial|b1|i0|c186|p34;) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) MURO DE ALBAÑILERIA \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" 5 5 VIGA V-\fArial|b1|i0|c0|p34;105\fArial|b1|i0|c238|p34; (0.25x0.40) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 VIGA V-\fArial|b1|i0|c0|p34;105\fArial|b1|i0|c238|p34; (0.25x0.\fArial|b1|i0|c0|p34;5\fArial|b1|i0|c238|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 VIGA V\fArial|b1|i0|c0|p34;S\fArial|b1|i0|c238|p34;-\fArial|b1|i0|c0|p34;01\fArial|b1|i0|c238|p34; (0.\fArial|b1|i0|c0|p34;1\fArial|b1|i0|c238|p34;5x0.\fArial|b1|i0|c0|p34;3\fArial|b1|i0|c238|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 \C2;4Ø1/2" \Fromans|c0;\H0.65x;\C4;\U+22053/8": 1@0.05, 7@0.10, RESTO@0.15 VIGA V\fArial|b1|i0|c0|p34;S\fArial|b1|i0|c238|p34;-\fArial|b1|i0|c0|p34;02\fArial|b1|i0|c238|p34; (0.\fArial|b1|i0|c0|p34;1\fArial|b1|i0|c238|p34;5x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c238|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 \C2;4Ø1/2" \Fromans|c0;\H0.65x;\C4;\U+22053/8": 1@0.05, 7@0.10, RESTO@0.15 \L\C2;NOTA: \Fromans|c0;\H0.65x;\l\C4; \Fromans|c238;\H1.154x;EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL EN CIMENTACION, COLUMNAS, VIGAS Y LOSAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO, LAS DIMENSIONES DE ESTOS GANCHOS ESTAN ESPECIFICADAS EN EL CUADRO \Fromans|c0;DE LA LAMINA E-02\Fromans|c238;. 5 \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) VIGA V-10\fArial|b1|i0|c0|p34;8 \fArial|b1|i0|c186|p34;(0.\fArial|b1|i0|c0|p34;25\fArial|b1|i0|c186|p34;x0.\fArial|b1|i0|c0|p34;4\fArial|b1|i0|c186|p34;0) \Fromans|c0;\H0.5x;\W1;\C4;ESCALA: 1/25 5 5 5 5 5 5 5 \U+22053/8": 1@0.05, RESTO@0.10 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 5 5 MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA MURO DE ALBAÑILERIA JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" JUNTA DE TECNOPOR 1" 2d5/8" 3d1/2" 2d5/8" \U+22053/8": 1@0.05, 8@0.10, RESTO@0.17 (AMBOS EXTREMOS) Noviembre 2009 ESCALA DIBUJO: PROFESIONAL : PROYECTO: PLANO : ESCALA: PLANO PROYECTO 2 PROYECTO FECHA: PROPIETARIO: N°LAMINA: REV:

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, beams, construction, constructive details, DETAIL, details, DWG, faucet, foundations, structure