Multifamily Building Structure DWG Block for AutoCAD

Structure Design 4 Multifamily building and 5 storey blocks system with limited ductility walls

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

marco zavala castle, i n g e n i e r, c i v i l, sheet:, drawing:, design:, drawing:, review:, electronic file:, approved:, scale:, date:, cod. project:, work:, rev. nº:, owner:, rev, description, date, other, code, thickness, color, npt, typical end of banked beams, rest see section, notes :, legend :, load bearing concrete wall, tip.in parapets, seismic joint, solid slab, nfc, natural terrain, granular base compacted to dry, proctor modified, d of wall, to the center, ntj, tecknopor or similar, seismic see plant, make expansion joint, in walls no more than, nj, – concrete walls, -string stress of structural steel, steel for concrete :, – foundation plate, – walls and slabs in contact with ground or water, – reinforced concrete stairs, concrete :, – flat beams and slab lightened, coatings :, technical specifications, distortions :, – concrete walls and parapets, – girders and lightened slab, seismic strength parameters according to soil study :, summary of foundation conditions, depth of foundation :, – for stalls of foundation, support layer :, – it is recommended l use of cement type v in concrete in contact with the ground, aggressiveness of the soil :, admissible load capacity :, – for running foundation, – cyclopean concrete, – type of cement, portland type v cement, overload :, – housing except stair areas, – stairs, walls of limited ductility, continuous foundations of the walls of the fence., other parameters of the floor :, – coefficient of vertical ballast, deepen to find, specified, column, plate or beam, detail bent stirrups, without scale, see table, floor, wall panel, wall, f’c, a mesh at the center, typical elevation of walls, see table, compacted granular base, granular base, parapet, detail reinforcement of high windows, concentrated d in, end of wall, typical, roof slab, splices of the reinforcement, light of the slab or, beam on each side of, the column or support, will not be allowed, reinforcement in one, same section, the joints l, will be located in the, will not be spliced, central third., min., overlaps and joints, slabs and beams, colum., abutments, in columns, ref. sup., ref. inf., typical elevation parapets upper floors, tip., section, aa, bb, ptipico, wall support, wall support, typical ends of section aa, concrete wall, transversal, first section, detail of metal cover, hinge, waterproofing, apply tarrajeo, flooring, suction, until finding, firm layer, deepen, solid slab, box of stirrups in beams, type, spacing, formwork first floor, starts, sardinel, solid slab, detail of tank, board, see detail of wall, in unevenness of floor, own compacted material, with medium stones of, corridos, indicated reinforcement, in sections, wall, det. reinforce wall in unevenness of floors, foundation, staircase, only in stairs, platea, foundation, second section, wall of concrete, step of pl., typical section, mesh each face :, of walls, in a same section, splicing in specified area, trunk, for, suction, solid slab, metal structure with a, section of stairs in, section, sliding support, fixed support, inverted, support, hollow, oval in, type f, note: see distribution stirrups in typical elevation of cols., hooks have the same separation as stirrups, block b, block a, block c, block d, slab of, inserts, by floors, variation amount, assumes equal overload in all floors, end sliding support, typical at one end, from the hook, fold d hor.

Raw text data extracted from CAD file:

Telf. 996-3322 C.I.P. 33816 marco zavala castillo i n g e n i e r o c i v i l LAMINA : PLANO : DISENO : DIBUJO : REVISO : ARCHIVO ELECTRONICO : APROBO : ESCALA : FECHA : COD. PROYECTO : OBRA : REV. Nº : PROPIETARIO : REV DESCRIPCION FECHA A 9 B C D 8 7 6 5 4 E F G H 9 8 7 6 5 4 3 2 1 A B C D E F G 3 2 1 H 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 otros Codigo 9 1.00 mm 0.60 mm 11 0.20 mm 10 0.17 mm 8 0.20 mm 7 0.50 mm 6 0.60 mm 5 0.17 mm 4 0.35 mm 3 0.20 mm 2 0.20 mm 1 0.20 mm Espesor Color NPT ±9.99 = ±9.99 NPT = \A1;2.75 \A1;4.74 \A1;3.48 \A1;3.93 \A1;3.15 \A1;3.84 \A1;3.69 \A1;1.45 \A1;4.92 \A1;1.29 \A1;1.81 \A1;2.60 \A1;4.94 \A1;2.59 \A1;5.20 \A1;1.90 \A1;2.65 \A1;1.30 \A1;2.81 \A1;2.32 \A1;1.48 \A1;2.80 \A1;3.00 \A1;1.45 \A1;50.36 \A1;20.00 \A1;.10 \A1;3.30 \A1;.10 \A1;3.00 \A1;.10 \A1;1.30 \A1;.10 \A1;.07 \A1;.10 \A1;1.30 \A1;.10 \A1;.55 \A1;2.99 \A1;.10 \A1;1.20 \A1;.10 \A1;4.40 \A1;.10 \A1;2.75 \A1;2.23 \A1;4.91 \A1;3.37 \A1;3.50 \A1;5.06 \A1;3.30 \A1;3.93 \A1;6.08 \A1;1.71 \A1;4.95 \A1;5.20 \A1;50.42 \A1;.10 \A1;3.43 \A1;.10 \A1;4.81 \A1;.10 \A1;3.27 \A1;.10 \A1;3.40 \A1;.10 \A1;4.96 \A1;.10 \A1;2.47 \A1;.10 \A1;3.83 \A1;.10 \A1;1.25 \A1;.10 \A1;1.51 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\A1;.40 \A1;.40 \A1;.60 \A1;.50 \A1;.70 \A1;.70 \A1;.60 \A1;.50 \A1;.50 \A1;.60 \A1;.60 \A1;.50 \A1;.60 \A1;.40 \A1;.80 \A1;.80 \A1;.60 \A1;.40 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.50 \A1;.50 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.60 \A1;.50 \A1;.60 \A1;.50 \A1;.60 \A1;.50 \A1;.70 \A1;.50 \A1;.60 \A1;.50 \A1;.70 \A1;.50 \A1;.60 \A1;.50 \A1;.70 \A1;.50 \A1;.60 \A1;.60 \A1;.60 \A1;.50 \A1;.70 \A1;.50 \A1;.60 \A1;.50 \A1;.60 \A1;.70 \A1;.50 \A1;.70 \A1;.70 \A1;.50 \A1;.70 \A1;.50 \A1;.60 EXTREMO TIPICO DE VIGAS PERALTADAS 5 d1/4" 1@0.05,4@.075,2@.10 c/extr. 3/4" 1" .60 .50 5/8" 3/8" 1/2" d .25 .40 .30 A resto ver sección \A1;A ALIGERADO TIPICO H=0.20 5 5 5 Escala 1/12.5 As de temperatura d 1/4" @ .25 Doblan .15 en extremos 5 5 5 \A1;.10 \A1;.30 \A1;.10 \A1;.05 \A1;.15 \A1;.20 NPT= +0.00 \A1;.60 \A1;.60 \A1;.10 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;0.60 \A1;0.60 \A1;2.60 \A1;.50 \A1;.05 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;2.60 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\A1;.50 \A1;.20 \A1;.20 \A1;.90 \A1;.90 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;a \A1;a \A1;b \A1;b \A1;b \A1;c \A1;c \A1;.75 \A1;.30 \A1;d \A1;d \A1;d 1 A C B D E F G H J L M N O P I K 4 8 11 5 7 9 10 2 3 A B O Z Y X W U T S R Q 6 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50.42 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 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 11 12 13 14 15 16 17 18 19 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 V 5 P 1. VER ESPECIFICACIONES TECNICAS EN PLANO E-3. NOTAS: 2. VER DETALLES DE MUROS EN PLANO E-3. PARAPETO DE CONCRETO H=0.90 LEYENDA: ARRANQUE DE MURO DE CONCRETO PORTANTE M3 E3 E3 E3 E3 E3 E3 E3 E4 E5 E5 E5 E5 E5 E5 E5 E5 E3 E3 E1 E1 E7 E7 E7 E7 E7 E1 E1 E1 E1 E1 E4 E4 E4 E4 E4 E4 E4 E2 E2 E2 E2 E2 E1 E3 E3 E4 E2 E5 E1 E2 E7 E2 E1 E1 E1 E1 E1 E2 E1 E3 E5 E5 E1 E5 E1 E1 E1 E5 E1 E7 E1 E5 E5 E4 E4 E5 E9 E9 E10 E10 E5 E2 E2 E2 E2 E5 E5 E3 E2 E2 E2 E1 E2 E1 E1 E1 E5 E5 E5 E5 E1 E1 E5 E4 E2 E4 E1 E2 E5 E3 E3 E3 E1 E1 E2 E2 E2 E2 E5 E2 E2 E3 E3 E2 E1 E2 E5 E3 E3 E2 E1 E3 E5 E2 E4 E2 E2 E2 E2 E5 E1 E1 E1 E3 E3 E1 E1 E3 E1 E6 E2 E9 E9 E9 E2 E2 E2 E2 E2 E2 E3 E3 E4 E2 E2 E2 E1 E1 E1 E2 E4 E1 E2 E3 E3 E1 E2 E1 E1 E2 E2 E1 E5 E5 E6 E5 E4 E4 E6 E1 E1 E1 E1 E1 E1 E4 E2 E3 E3 E2 E3 E1 E2 E5 M3 M3 M3 M3 M1 M1 M1 M3 M3 M3 M3 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M4 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M3 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M4 M2 M1 M1 M1 M4 M4 M1 M1 M1 M1 M1 M1 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M2 M3 M1 M1 M1 M1 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 d3/8"@0.25, c/sup. e inf. d3/8"@0.25, c/sup. e inf. d3/8"@0.25, c/sup. e inf. d3/8"@0.25, c/sup. e inf. E1 Junta de 1cm. tip.en parapetos Junta de 1cm. junta sísmica 7cm. Junta de 1cm. tip.en parapetos Junta 1cm. Junta de 1cm. junta sísmica 7cm. LOSA MACIZA e=0.25 LOSA MACIZA e=0.25 Junta de 1cm. Junta de 1cm. junta de 1cm Junta de 1cm. Junta de 1cm. Junta de 1cm. .80 .40 -0.95 NFC Escala 1/12.5 NPT ±0.00 ó 1.20 terreno natural .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .60 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 .45 d de muro al centro .10 Escala 1/12.5 NPT ±0.00 ó 1.20 terreno natural .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .60 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 .45 d de muro al centro .10 NTJ -0.10 ó -1.10 .15 .15 Escala 1/12.5 NPT ±0.00 .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .20 d3/8"@0.25 c/sup. e inf. .04 d de muro al centro .10 .15 .45 .25 \A1;2\U+22053/4" .10 \A1;2\U+22053/4" d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado d de muro al centro .10 Tecknopor o similar e * e = junta de separación * sísmica ver planta Escala 1/12.5 NPT ±0.00 ó 1.20 terreno natural .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .60 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 terreno natural .15 Escala 1/20 .45 .10 .10 d3/8"@0.30 al centro d3/8"@0.25 .80 .40 -0.95 NFC NPT ±0.00 .15 Escala 1/20 .10 .10 d3/8"@0.30 al centro d3/8"@0.25 .45 hacer junta de dilatación en muros a no mas de 9.0 m de longitud Escala 1/12.5 NPT ±0.00 ó 1.20 .45 .25 .03 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 d de muro al centro .10 terreno natural Escala 1/20 N.J. -0.10 .15 NPT +0.00 .10 .10 .15 - MUROS DE CONCRETO -ESFUERZO DE FLUENCIA DEL ACERO ESTRUCTURAL ACERO PARA CONCRETO: - PLATEA DE CIMENTACIÓN PARÁMETROS DE FUERZA SISMICA SEGUN (NTE E-030): Z=0.4 , U=1.0 , S=1.2 , Tp=0.6 seg. - MUROS Y LOSAS EN CONTACTO CON TERRENO O AGUA - ESCALERAS DE CONCRETO ARMADO CONCRETO: - VIGAS CHATAS Y LOSA ALIGERADA RECUBRIMIENTOS: fy = 4200 Kg/cm2 2.5 cm. 2.5 cm. 4.0 cm. 3.0 cm. ESPECIFICACIONES TECNICAS Di/hei < 0.005 (EDIFICIACIONES DE MUROS DE DUCTILIDAD LIMITADA) DESPLAZAMIENTOS (DIRECCION X-X) = 0.04 m. DESPLAZAMIENTOS MAXIMOS (MULTIPLICADOS POR 0.75R) DISTORSIONES: - MUROS Y PARAPETOS DE CONCRETO - VIGAS Y LOSA ALIGERADA Rx (Todos los edificios EMDL) = 4 Ry (Todos los edificios EMDL) = 4 DESPLAZAMIENTOS (DIRECCION Y-Y) = 0.071m. PARÁMETROS DE FUERZA SISMICA SEGUN ESTUDIO DE SUELOS: - FACTOR DE SUELOS, S=1.2, PERIODO PREDOMINANTE DE VIBRACION DEL SUELO Tp=0.6 seg. RESUMEN DE LAS CONDICIONES DE CIMENTACION - MINIMO 0.40M DEL TERRENO NATURAL ACTUAL PARA PLATEA DE CIMENTACIÓN, Y 1.20M PARA PROFUNDIDAD DE CIMENTACION: - PARA PLATEAS DE CIMENTACIÓN 1.00 kg/cm2 - ARCILLA LIMOSA CON ARENA (CL-ML), DE BAJA PLASTICIDAD EN ESTADO SEMICOMPACTO. ESTRATO DE APOYO: - SE RECOMIENDA EL USO DE CEMENTO TIPO V EN CONCRETOS EN CONTACTO CON EL TERRENO AGRESIVIDAD DEL SUELO: CAPACIDAD ADMISIBLE DE CARGA: - PARA CIMENTACION CORRIDA 1.00 kg/cm2 (ESTUDIO DE SUELOS ELABORADO POR EL ING. PABLO ORIHUELA) f'c=210kg/cm2+0.6kg/m3 fibra polipropileno f'c=175kg/cm2+0.6kg/m3 fibra polipropileno f'c=210kg/cm2 - CONCRETO CICLÓPEO f'c=100kg/cm2+30% de piedra grande TM<8" - TIPO DE CEMENTO Cemento Portland Tipo V SOBRECARGA: - VIVIENDA EXCEPTO ZONAS DE ESCALERAS 200 Kg/m2 - ESCALERAS 300 Kg/m2 - TECHO DEL ÚLTIMO NIVEL (QUINTO PISO) 100 Kg/m2 Muros de Ductilidad Limitada Muros de Ductilidad Limitada CIMIENTOS CORRIDOS DE LOS MUROS DEL CERCO. OTROS PARÁMETROS DEL SUELO: - COEFICIENTE DE BALASTRO VERTICAL 5.50 kg/cm3 profundizar hasta encontrar estrato firme (ver estudios suelos) r Especificado Especificado dDE COLUMNA, a a(cm.) 3/8" 1/4" d 2 3 r(cm.) 10 15 PLACA O VIGA 45º 45º DETALLE DOBLADO DE ESTRIBOS SIN ESCALA .10 .20 2d1/2" (TODOS LOS PISOS) Escala 1/12.5 d de muro .10 VER CUADRO Escala 1/12.5 d de muro 4d1/2" PISO d 3 Y 4 3d1/2" 5 .10 .40 3d1/2" Escala 1/12.5 d de muro .10 d de muro .40 .10 .40 Escala 1/12.5 d de muro .10 d de muro .40 7d1/2" PISO d 1 @ 3 5d1/2" 4 Y 5 .10 4d1/2" MINIMO Escala 1/12.5 d de muro .10 d de muro .40 LA SEPARACIÓN TIPICA ENTRE REFUERZOS VERTICALES CONCENTRADOS EN LOS ENCUENTROS SERÁ DE 7.5CM. 6d1/2" 1 Y 2 .10 Escala 1/12.5 d de muro .10 d de muro .40 .10 Escala 1/12.5 .10 d de muro .20 4d1/2" L L 0.60, 0.65, 0.70 ó 0.75m .10 Escala 1/12.5 .10 d de muro .20 6d1/2" .55 .10 .20 2d1/2" Escala 1/12.5 d3/8"@ 0.20 .20 2d1/2" .50 ó .60 1d3/8" CUADRO DE MUROS MURO M2 MURO M3 MURO M1 1ER PISO MURO PISO 2DO PISO 3ER PISO 5TO PISO 175 kg/cm2 10cm f'c e 10cm 10cm 10cm 10cm una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) MURO M4 una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) Zona de Empalme < 1.50m no empalmar 100% en una sección ELEVACIÓN TÍPICA DE MUROS .25 Escala 1/20 .10 Ver cuadro Lt .10 NPT ±0.00 .25 .20 terreno natural Base granular compacatada .10 .25 ELEVACIÓN TÍPICA DE PARAPETOS 1ER PISO .25 Escala 1/20 dobla .20 horz. NPT +0.00 .25 .20 terreno natural Base granular .10 .90 d3/8"@0.25 .90 d3/8"@0.25 .10 .10 .25 .20 terreno natural Base granular .90 junta 1cm. PARAPETO MURO .17 .90 junta 1cm. PARAPETO MURO .70 .70 .40 .40 DETALLE REFORZAMIENTO DE VENTANAS ALTAS Escala 1/20 .40 .40 .40 .40 .40 .40 2d1/2"c/cara d concentrado en extremo de muro tipico LOSA DE TECHO (no colocar d adic.) L empalmes del refuerzo superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna o apoyo No se permitirán 40 40 1/2" 5/8" 3/4" 55 50 70 65 6 mm 3/8" 30 40 30 más del 50% de la armadura en una misma sección 6 mm 3/8" 10cm 15cm 1.5cm 2.0cm L L L Los empalmes L se ubicaraán en el No se empalmarán tercio central. ø L R R min. TRASLAPES Y EMPALMES LOSAS Y VIGAS ø LOSAS, VIGAS (cm) COLUM. (cm) ESTRIBOS EN COLUMNAS Ref. Sup. Ref. Inf. 60 70 90 55 1" 1.30 1.15 1.30 ELEVACIÓN TÍPICA PARAPETOS PISOS SUPERIORES Escala 1/20 4TO PISO una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.30 (VERT.) d3/8"@0.25 (HORZ.) una malla al centro d3/8"@0.20 (VERT.) d3/8"@0.20 (HORZ.) Nota: Slump concreto para muros mínimo 7" 1 A C B D E F G H J L M N O P I K 4 8 11 5 7 9 10 2 3 A B O Z Y X W U T S R Q 6 2.750000000000284 4.735000000002117 3.474999999997806 3.925000000000296 3.149999999999835 3.83500000000177 3.68499999999807 1.450000000000045 4.924999796414767 1.28500020358527 1.804999999999893 2.603209530920196 4.944122468064478 2.592668001015483 5.199999999999704 1.900000000000091 2.645733013883955 1.298943976194835 2.805323041535985 2.320256746776977 1.484579150439856 2.800000000000068 2.999999999999886 1.445164071168733 50.36000000000001 20.00000000000017 0.1000000000000227 3.295164071168529 0.0999999999999659 2.999999999999943 0.1000000000000227 1.29927146759735 0.1000000000000227 5 0.0999999999999659 1.296210309458786 0.1000000000000227 0.5499999999999545 2.994677161696586 0.1000000000000227 1.198943976194926 0.0999999999999091 4.395733013884069 0.1000000000000227 2.750000000000284 2.228816780843033 4.910761319266129 3.371192517794498 3.501192517794635 5.06088450818973 3.297628249913913 3.92810205260318 6.079050303510655 1.70999999999799 4.950000000000102 5.19999999999996 5 0.1000000000000227 3.428816780843277 0.0999999999999943 4.810761319266078 0.1000000000000796 3.271192517794418 0.1000000000000796 3.401192517794556 0.1000000000000796 4.96076121443744 0.1000000000000227 2.472495043838336 0.1000000000001364 3.828102052603157 0.1000000000000227 1.249999999999915 0.1000000000022112 1.509999999997945 0.1000000000000227 2.499999999999943 2.500000000000369 5.199999999999591 0.1000000000000227 3.13999999999993 4.095000000002358 0.0999999999999091 3.374999999997897 0.0999999999999659 3.825000000000131 0.1000000000001933 3.049999999999756 0.1000000000000796 3.735000000001719 0.1000000000000512 3.584999999998075 0.1000000000000227 2.399999773367711 0.1000000000001364 3.775000023046971 0.0999999999999659 5 0.1500000000000057 2.820000206650377 2.503209530920145 2.471252025423638 2.321252025423718 2.442668001015448 5.149999999999778 0.1000000000000227 5 0.0999999999999943 1.30000000000004 0.0999999999999943 0.6999999999999886 0.1000000000000227 4.629050303508507 0.9000000000002046 0.0999999999997954 1 11 12 13 14 15 16 17 18 19 2.949999999999875 2.294999999999902 1.000000000000739 2.404999999999518 4.104835670890338 2.80002352410088 1.895140518594872 1.799999154428406 0.7500011319856412 20.00000000000017 2.400000000000034 2.399999999999977 2.399999999999977 0.1000000000002501 1.267930951275844 1.197925712305903 2.400804338692581 0.2833389977256502 0.1000000000002501 2.399999999999693 2.400000000000034 2.400000000000091 0.0999999999999091 3.197628249913748 0.1000000000001364 V 3.37237175008616 P tip. 0.599999999999909 0.599999999999909 tip. 0.599999999999909 d3/8" d3/8" 0.6999999999998749 d3/8" 0.5 d3/8" A1 d3/8" 0.599999999999909 d3/8" 0.4999999999999432 d3/8" 0.5 d3/8" d3/8" d3/8" 0.5 d3/8" 0.5 d3/8" A2 d3/8" 0.5 d3/8" 0.5 d3/8" A3 A4 0.4999999999999432 0.599999999999909 d1/2" d3/8" A5 0.3999999999999204 0.7999999999998977 d1/2" 0.7999999999999261 d3/8"@.20 d1/2"@.20 c/sup 0.599999999999909 c/inf 0.5999999999997954 tip. 0.599999999999909 d3/8" 0.3999999999999204 d1/2" 0.599999999999909 d1/2" d3/8" A6 0.3999999999999204 0.7999999999998977 d1/2" 0.7999999999999261 0.599999999999909 d3/8" d1/2" 0.599999999999909 d3/8" 0.599999999999909 d3/8" 0.4999999999999432 d3/8" 0.5 d3/8" d3/8" A8 0.4999999999999432 0.3999999999999204 0.599999999999909 0.3999999999999773 d3/8" 0.4999999999999432 d3/8" d3/8" 0.4999999999999432 A7 d3/8" 0.5 d3/8" d1/2" 0.5999999999999659 d3/8" A9 0.5999999999999659 d3/8" Seccion A-A 0.5999999999999659 d3/8" A10 d1/2" 0.6000000000000227 d3/8" A9 0.5999999999999659 d3/8" Seccion A-A d1/2" 0.6000000000000227 d3/8" 0.8000289418153557 d3/8" A11 0.8000289418153557 0.6000000000000227 d3/8" d1/2" Seccion A-A Seccion A-A Seccion A-A d3/8" 0.599999999999909 d3/8" 0.4999999999999432 0.5 d3/8" A14 d3/8" d3/8" 0.5 d3/8" 0.399999999999892 d3/8" 0.3999999999997499 Seccion A-A d3/8" A12 0.399999999999892 d3/8" 0.3999999999997499 d3/8" A12 0.3999999999999204 d3/8" d3/8" 0.3999999999999204 A13 A15 d3/8" 0.599999999999909 d3/8" 0.5 d3/8" d3/8" d1/2" d3/8" 0.6999999999998749 d1/2" 0.6999999999999318 d3/8" B1 Seccion A-A Seccion A-A Seccion A-A Seccion A-A d3/8" 0.6000000000000227 d3/8" B2 0.5 0.5 d3/8" d3/8" 0.6000000000000227 d3/8" 0.6000000000000227 d3/8" 0.5 0.599999999999909 d1/2" d3/8" B3 0.3999999999999204 0.7999999999998977 d1/2" 0.7999999999999261 0.599999999999909 d3/8" d1/2" 0.3999999999999204 0.5999999999997954 tip. 0.5999999999997954 0.5999999999997954 tip. 0.599999999999909 d1/2" d3/8" B4 0.3999999999999204 0.7999999999998977 d1/2" 0.7999999999999261 0.7999999999998977 d1/2" d1/2" 0.4999999999999147 0.4999999999998863 d3/8" 0.3999999999999204 d3/8" d3/8" B5 0.4999999999999147 0.4999999999998863 d3/8" d3/8" d3/8" d3/8" B6 0.4999999999999147 d3/8" d3/8" d3/8" 0.4999999999999147 Seccion A-A Seccion A-A Seccion A-A Seccion A-A B7 0.3999999999999773 d3/8" 0.5999999999999659 d3/8" 0.5 d3/8" B8 d3/8" 0.5999999999999659 d3/8" 0.5 d3/8" 0.5999999999999659 d3/8" 0.5 d3/8" Seccion A-A B9 0.6999999999999318 d3/8" 0.5 d1/2" 0.5999999999999659 d3/8" 0.5 d3/8" d1/2" Seccion A-A Seccion A-A 0.6999999999999318 d3/8" 0.5 d1/2" 0.5999999999999659 d3/8" 0.5 d1/2" B10 d3/8" Seccion A-A Seccion A-A d1/2" 0.6999999999999886 d3/8" 0.5 d1/2" 0.5999999999999659 d3/8" d3/8" 0.6000000000000227 0.6000000000000227 d3/8" 0.5 B11 d1/2" 0.6999999999999886 d3/8" 0.5 d1/2" 0.5999999999999659 d3/8" d3/8" 0.5 B12 d3/8"@.20 d1/2"@.20 c/sup 0.599999999999909 c/inf d3/8"@.20 c/c d3/8" d3/8" 0.6999999999999318 d3/8" 0.5 d3/8" C1 d3/8" d3/8" 0.6999999999999318 d3/8" 5 d3/8" d3/8" d3/8" d3/8" d3/8" C2 Seccion A-A Seccion B-B Seccion B-B Seccion B-B Seccion B-B Seccion B-B d3/8" d3/8" 0.6999999999998749 d3/8" 5 d3/8" d3/8" d3/8" C3 0.5 0.6999999999998749 d3/8" 5 d3/8" C4 0.5 d3/8" 0.6000000000000227 Ptipico 1P 1 A C B D E F G H J L M N O P I K 4 8 11 5 7 9 10 2 3 A B O Z Y X W U T S R Q 6 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50.42 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 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 11 12 13 14 15 16 17 18 19 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 V 5 P V-1 tip. V-2 (.25x.20) 5 V-2 (.25x.20) 5 V-2 V-2 (.25x.20) tip. 5 V-2 d3/8" d3/8" 5 d3/8" 5 d3/8" A1 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" d3/8" d3/8" 5 d3/8" 5 d3/8" A2 d3/8" 5 d3/8" 5 d3/8" A3 A4 5 5 d1/2" d3/8" A5 5 5 d1/2" 5 d3/8"@.20 d1/2"@.20 c/sup 5 c/inf d1/2"@.20 c/sup. 5 tip. V-2(.25x.20) 5 d3/8" 5 d1/2" 5 d1/2" d3/8" A6 5 5 d1/2" 5 5 d3/8" d1/2" V-2 5 V-2 (.25x.20) V-2 (.25x.20) d3/8" 5 d3/8" 5 d3/8" 5 d3/8" d3/8" A8 5 5 5 5 d3/8" 5 d3/8" d3/8" 5 A7 d3/8" 5 d3/8" d1/2" 5 d3/8" A9 5 d3/8" Seccion A-A 5 d3/8" A10 d1/2" 5 d3/8" A9 5 d3/8" Seccion A-A d1/2" 5 d3/8" 5 d3/8" A11 5 5 d3/8" d1/2" Seccion A-A Seccion A-A Seccion A-A d3/8" 5 d3/8" 5 5 d3/8" A14 d3/8" d3/8" 5 d3/8" 5 d3/8" 5 Seccion A-A d3/8" A12 5 d3/8" 5 d3/8" A12 5 d3/8" d3/8" 5 A13 A15 d3/8" 5 d3/8" 5 d3/8" d3/8" d3/8"@.20 d1/2"@.20 c/sup 5 c/inf d1/2"@.20 c/sup. d1/2" d3/8" 5 d1/2" 5 d3/8" B1 V-2 (.25x.20) Seccion A-A Seccion A-A Seccion A-A Seccion A-A d3/8" 5 d3/8" B2 5 5 d3/8" d3/8" 5 d3/8" 5 d3/8" 5 5 d1/2" d3/8" B3 5 5 d1/2" 5 5 d3/8" d1/2" 5 5 tip. V-2(.25x.20) 5 5 tip. V-2(.25x.20) 5 d1/2" d3/8" B4 5 5 d1/2" 5 5 d1/2" d1/2" 5 5 d3/8" 5 d3/8" d3/8" B5 5 5 d3/8" d3/8" d3/8" d3/8" B6 5 d3/8" d3/8" d3/8" 5 Seccion A-A Seccion A-A Seccion A-A Seccion A-A B7 5 d3/8" 5 d3/8" 5 d3/8" B8 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" Seccion A-A B9 5 d3/8" 5 d1/2" 5 d3/8" 5 d3/8" d1/2" Seccion A-A V-2(.25x.20) Seccion A-A 5 d3/8" 5 d1/2" 5 d3/8" 5 d1/2" B10 d3/8" Seccion A-A Seccion A-A d1/2" 5 d3/8" 5 d1/2" 5 d3/8" d3/8" 5 5 d3/8" 5 B11 d1/2" 5 d3/8" 5 d1/2" 5 d3/8" d3/8" 5 B12 .10 d1/4"@.15 S 2d1/2" .20 L APOYO EN MURO APOYO MURO EXTREMOS TIPICOS DE SECCION A-A ESC 1/20 d .60 .20 V-1 (.25x.20) Escala 1/12.5 .20 .25 2d3/8" 2d3/8" EXTREMO TIPICO V-1,V-2 y V-3 d1/4";1@.05,6@.10 (c/extremo) Doblan .20 horiz. Escala 1/25 Resto @ 0.20 (Tipico) MURO CONCRETO Escala 1/20 V-2 (.25x.20) Escala 1/12.5 .20 .25 2d1/2" 2d1/2" e TRANSVERSAL V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-3 V-1 V-1 V-1 V-1 V-1 (.25x.20) V-1 V-1 V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-5 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 1 .15 .80 d3/8"@0.20 d3/8"@0.25 d3/8"@0.20 PRIMER TRAMO ESCALERAS Nº 1 y 2 DETALLE DE TAPA METALICA Escala 1/12.5 PL. estriada d3/16" PLt. 1"x1/8" Bisagra L 1.1/2"x1/4" 0.60 0.60 Bisagra PL. estriada d3/16" 2.60 .50 .05 .20 .20 .10 .20 .20 .20 impermeabilizante Aplicar tarrajeo solado d3/8"@.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 tipico d3/8"@0.20 d3/8"@0.20 Escala 1/25 3d1/2" 2.60 .05 .20 .10 .20 .20 impermeabilizante Aplicar tarrajeo solado d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 Escala 1/25 4d1/2" d3/8"@.20 .20 .60 .10 de succión .80 -0.95 NFC .15 ±0.00 NPT hasta encontrar estrato firme profundizar (ver estudios suelos) .20 .80 d3/8"@0.20 7 d3/8"@0.20 d3/8"@0.20 5 d1/2"@0.25 c/cara Losa Maciza espesor 0.20 d1/2" @0.25 c/cara d1/2" @0.25 c/cara d1/2" @0.25 c/cara d1/2"@0.25 c/cara d1/2"@0.25 c/cara d1/2"@0.25 c/cara V-6 (.15x1.30) V-4 (.20x.40) V-4 (.20x.40) V-4 (.20x.40) V-4 (.20x.40) V-4 (.20x.40) V-4 (.20x.40) V-6(.15x1.30) V-4 V-4 (.20x.40) V-4 V-4 (.20x.40) V-4 V-4 V-5 (.30x.40) V-5 (.30x.40) V-5(.30x.40) V-6 (.15x1.30) V-6 (.15x1.30) V-4 (.20x.40) V-4 (.20x.40) V-3 (.25x.20) Escala 1/12.5 .20 .25 3d1/2" 3d1/2" V-4 (.20x.40) Escala 1/12.5 .20 .20 3d3/4" 3d3/4" .20 V-5 (.30x.40) Escala 1/12.5 .20 .30 3d3/4" 4d3/4" .20 3/8" C 1@.05,8@.10, /extr. Rto.@.20 CUADRO DE ESTRIBOS EN VIGAS B A TIPO 1@.05,6@.10,4@.15 c/extr. Rto.@.25 1@.05,6@.075 c/extr. Rto.@.25 ESPACIAMIENTO d 3/8" 1/4" 3/8" D 1@0.05 c/extr. Rto. @ 0.15 3/8" E 1@0.05 c/extr. Rto. @ 0.25 1/2" F 1@0.05, 8@0.15 c/extr. Rto.@0.30 ENCOFRADO PRIMER PISO ESCALA 1/50 E1 Arranca M-6 Arranca M-5 Arranca M-2 Arranca M-5 Arranca M-5 Arranca M-5 Arranca M-5 Arranca M-2 Arranca M-5 Arranca M-5 Arranca M-5 Arranca M-5 Arranca M-5 Arranca M-5 sardinel ±0.00 ±0.00 CISTERNA 34m3 5 5 5 5 5 5 C-1 d3/8"@0.25, c/sup. e inf. LOSA MACIZA e=0.25 5 d1/2" @0.50 c/inf. 5 5 d1/2" @0.50 c/inf. 5 5 d1/2" @0.50 c/inf. 5 C-1 C-1 C-1 5 5 5 .20 4.70 .20 .20 3.53 .20 .60 tipico d1/2"c/cara 5.10 3.93 LOSA MACIZA DE TECHO e=.20m LOSA MACIZA DE PISO e=.20m Malla d3/8"@.20 c/sup., c/inf. .30 .10 .10 .30 .15 .70 .20 .15 .70 ±0.00 -2.80 Malla d3/8"@.20 c/sup., c/inf. DETALLE DE CISTERNA ESCALA 1/25 COL. C-1 (.30x.40) Escala 1/12.5 .30 .40 8d3/4" Escala 1/12.5 NPT ±0.00 .45 .25 .03 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 d de muro .20 terreno natural Junta de 1cm Escala 1/12.5 NPT ±0.00 terreno natural .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .60 .20 d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado .04 .45 al centro .20 .15 Escala 1/12.5 NPT ±0.00 .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .20 d3/8"@0.25 c/sup. e inf. .04 d de muro al centro .10 .15 .45 .25 \A1;2\U+22053/4" .10 \A1;2\U+22053/4" d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado Tecknopor o similar e * e = junta de separación * sísmica ver planta terreno natural .20 d de muro d de muro NPT ±0.00 ±0.00 ±0.00 +1.20 +1.20 ±0.00 Escala 1/12.5 NPT ±0.00 .25 \A1;2\U+22053/4" .10 .45 .25 .03 \A1;2\U+22053/4" .20 d3/8"@0.25 c/sup. e inf. .04 d de muro al centro .10 .15 .45 .25 \A1;2\U+22053/4" .10 \A1;2\U+22053/4" d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado d de muro al centro .10 Tecknopor o similar e * e = junta de separación * sísmica ver planta terreno natural NPT +1.20 .40 .35 ver detalle de muro en desnivel de piso material propio compactado con piedras medianas de tamaño máximo 6" .25 .10 .45 .25 .20 .10 .15 .10 e * terreno natural .40 .35 d3/8"@0.25 d3/8"@0.20 .05 3d1/2" corridos Refuerzo indicado en secciones Refuerzo indicado en secciones Muro Muro DET. REFORZ. MURO EN DESNIVEL DE PISOS Escala 1/25 junta 1cm Escala 1/12.5 NPT ±0.00 .10 .25 \A1;2\U+22053/4" .10 \A1;2\U+22053/4" d3/8"@0.25 c/sup. e inf. base granular compactada al 100% de la máxima densidad seca del proctor modificado d de muro al centro .10 NPT +1.20 .40 .35 ver detalle de muro en desnivel de piso material propio compactado con piedras medianas de tamaño máximo 6" terreno natural NFC -0.60 NFC -0.60 ±0.00 -0.10 -0.10 ESCALERA No 1 7 6 5 4 3 2 1 8 9 10 11 12 Cimentacion de escalera ESCALERA No 2 7 6 5 4 3 2 1 8 9 10 11 12 Cimentacion de escalera 1.25 .75 Solo en escalera No 2 d3/8"@0.20 Platea de cimentación SEGUNDO TRAMO Escala 1/25 .50 muro de concreto Canal 12" .25 d3/8"@0.20 d1/2"@0.20 1.20 tipico .20 d1/2"@0.20 14 .60 d3/8"@0.20 1.30 .25 Paso de PL. estriada 1/4" 8 .20 Platea de cimentación .50 .25 Escala 1/25 TRAMO TIPICO Escala 1/25 muro de concreto Canal 12" d3/8"@0.20 d1/2"@0.20 1.20 tipico .20 d1/2"@0.20 .60 d3/8"@0.20 1.30 .25 Paso de PL. estriada 1/4" muro de concreto tipico .20 .60 .25 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M3 M3 M1 M1 5 d3/8" @0.30c/inf. 5 5 d3/8"@.30c/inf. 5 5 5 d3/8"@0.50c/sup. 5 d3/8"@.30c/inf. 5 5 5 d3/8"@0.50c/sup. 5 d3/8" @0.30c/inf. 5 5 d3/8"@.30c/inf. 5 5 5 d3/8"@0.50c/sup. 5 d3/8"@.30c/inf. 5 5 5 d3/8"@0.50c/sup. A1xXX, E-1 M6 M6 M6 M6 M7 M7 M6 M7 M7 M6 M6 M6 M6 M6 C-2 C-3 C-2 (.20x.70) Escala 1/12.5 .20 3d5/8" 3d5/8" .70 4d1/2" C-3 (.20x.80) (.30x.95) Escala 1/12.5 .20 3d5/8" 3d5/8" .80 3d5/8" 4d1/2" 4d1/2" MURO M6 MURO M7 MURO M5 15cm e 15cm 15cm 15cm 15cm - malla cada cara: d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.20 (VERT.) d3/8"@0.25 (HORZ.) - - - malla cada cara: d3/8"@0.15 (VERT.) d3/8"@0.25 (HORZ.) - e 20cm malla cada cara: d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.25 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.15 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.15 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.15 (VERT.) d3/8"@0.25 (HORZ.) malla cada cara: d3/8"@0.15 (VERT.) d3/8"@0.25 (HORZ.) de muros Ver cuadro de muros 3 @.15 d3/8" 1@.05,5@.10,3@.15 c/extr. Rto.@.25 en una misma seccion No empalmar en mas de 50% Empalmar en zona especificada d 3/8" 1/2" L .40 .50 t ELEV. TIPICA COLS. C-1,C-2 y C-3 Escala 1/20 .25 NPT ±0.00 NPT +1.20 .25 NPT ±0.00 .25 .20 terreno natural Base granular compacatada Nota: Para el bloque D, R'=0.75R E1 E2 E2 E2 E11 E11 E11 E11 E11 E11 E11 .10 .15 Escala 1/12.5 d3/8"@ 0.20 4d3/8" .35 .20 .25 Escala 1/12.5 4d1/2" cajuela para succion NPT ±0.00 NPT ±0.00 NPT -2.80 NPT -2.80 d3/8"@0.20 d3/8"@0.20 cajuela d3/8"@.20 c/inf. d3/8"@.20 c/inf. d3/8"@.20 d1/2"@.20c/sup c/inf d1/2"@.20 c/sup. d3/8"@.20 c/inf. d3/8"@.20 d1/2"@.20c/sup c/inf d1/2"@.20 c/sup. d3/8"@.20 c/inf. 5 Losa maciza e=0.20m Losa maciza e=0.20m estructura metálica con un tramo de escalera en d3/8"@.20 d1/2"@.20 d1/2"@.20 d3/8"@.20 5 Losa maciza e=0.20m Losa maciza e=0.20m d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 5 ENCOFRADO 2do al 5to PISO V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-3 (.25x.20) V-3 (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 E1 1/25 A A SECCION A SECCION 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A A 1/25 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A A SECCION 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A A 1/25 A A 1/25 A 1/25 A SECCION 1/25 A 1/25 A A 1/25 A 1/25 1/25 A 1/25 A 1/25 A A 1/25 1/25 A 1/25 A A 1/25 1/25 A 1/25 A 1/25 A A 1/25 1/25 A 1/25 A A 1/25 A 1/25 A 1/25 A 1/25 1/25 A 1/25 A 1/25 A 1/25 A A 1/25 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A A SECCION 1/25 A A SECCION A 1/25 1/25 A A SECCION 1/25 A A 1/25 1/25 A 1/25 A 1/25 A A 1/25 1/25 A A SECCION A SECCION 1/25 A A SECCION SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A SECCION A 1/25 1/25 1/25 A 1/25 1/25 A 1/25 1/25 A 1/25 A 1/25 1/25 A 1/25 1/25 A 1/25 1/25 1/25 A 1/25 1/25 1/25 A A 1/25 1/25 A A 1/25 A 1/25 1/25 A A 1/25 A 1/25 1/25 A 1/25 A A 1/25 1/25 A A 1/25 A 1/25 A 1/25 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A 1/25 A A 1/25 1/25 A 1/25 A 1/25 A A 1/25 1/25 A A 1/25 A 1/25 A 1/25 1/25 A 1/25 A A 1/25 1/25 A A 1/25 V-1 V-2 (.25x.20) V-2 (.25x.20) V-2 V-2 (.25x.20) V-2 V-2(.25x.20) V-2 V-2 (.25x.20) V-2 (.25x.20) V-2 (.25x.20) V-2(.25x.20) V-2(.25x.20) V-2(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-3 V-1 V-1 V-1 V-1 V-1 (.25x.20) V-1 V-1 V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-5 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-3 (.25x.20) V-3 (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 d3/8"@.20 d1/2"@.20 d1/2"@.20 d3/8"@.20 5 Losa maciza e=0.20m Losa maciza e=0.20m d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 5 V-4(.20x.40) V-4 V-7(.15x.90) V-7(.15x.90) V-7(.15x.90) V-7(.15x.90) V-1(.25x.20) V-1(.25x.20) V-1(.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) V-1 (.25x.20) .15 d1/4"@.15 S 2d1/2" .20 Escala 1/20 SECCION A A A A1xXX, E-2 A1xXX, E-3 A1xXX, E-4 Apoyo deslizante Apoyo fijo Apoyo deslizante Apoyo fijo V-1 invertida invertida PL.apoyo 150x225x12 hueco ovalado en ó .15 V-7 (.15x.90) Escala 1/25 .20 .20 4d5/8" .90 4d5/8" 2d5/8" 4d1/2" tipo F V-6 (.15x1.30) Escala 1/25 .20 .20 4d5/8" .20 .90 4d5/8" 2d5/8" 4d1/2" tipo F d1/2"@.20 c/sup. d3/8"@.20 c/inf. Losa maciza e=0.20m Losa maciza e=0.20m Arranca M-5 Arranca M-5 NOTA: VER DISTRIBUCION ESTRIBOS EN ELEVACION TIPICA DE COLS., GANCHOS TIENEN MISMA SEPARACIÓN QUE ESTRIBOS BLOQUE B BLOQUE A BLOQUE C BLOQUE D BLOQUE B BLOQUE A BLOQUE C BLOQUE D Losa de concreto insertos 4 d1/2" 2 Pernos d5/8" L4"x3/8" Escala 1/25 Esc. 1/10 .20 .20 5 5 5 5 5 5 .25 tipico .25 tipico VER CUADRO 7d1/2" PISO d 2 Y 3 5d1/2" 4 Y 5 9d1/2" 1 POR PISOS VARIACION CUANTIA POR PISOS VARIACION CUANTIA (TODOS LOS PISOS) (TODOS LOS PISOS) VER CUADRO SOBRECARGA 200KG/M2 ESCALA 1/50 SOBRECARGA 200KG/M2 (*) ASUME SOBRECARGA IGUAL EN TODOS LOS PISOS (*) POR RAZONES DE CONSTRUCTABILIDAD SE BLOQUE B BLOQUE A BLOQUE C BLOQUE D apoyo extremo deslizante estructura metálica con un tramo de escalera en apoyo extremo deslizante estructura metálica con un tramo de escalera en apoyo extremo deslizante estructura metálica con un tramo de escalera en apoyo extremo deslizante perfil "L" TIPICO EN UN EXTREMO .20 del gancho del gancho doblez d Hor. doblez d Hor. a a b b b c c .75 .30 d d d

Language	Spanish
Drawing Type	Block
Category	House
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File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, block, blocks, building, casa, chalet, Design, dwelling unit, DWG, haus, house, limited, logement, maison, multi, multifamily, plates, residên, residence, storey, structure, system, unidade de moradia, villa, walls, wohnung, wohnung einheit

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