Detail Cimentacion DWG Detail for AutoCAD

Detail Cimentacion DWG Detail for AutoCAD

Detail of multifamily housing cimentacion

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

propped up, to empty the last roof, maintain, roof, detail of change of section, picture, plate, note :, see d in, plant, see d of, sobrecimiento, tarrajear with, waterproofing, mesh, stepped foundation, zusc, seismic structural system, parameters to define seismic force:, address xx: reinforced concrete walls system, maximum displacements: maximum relative displacement, where:, masonry, masonry unit, effort._, general specifications, concrete:, revestrimientos._ , regulations.-, national regulations of buildings, observations :, stripping of the roof with tambourine type brick., the non-load bearing walls will rise to their total height after the, rec. free, table of columns, rest according to, typical detail of shoe, axb, nfp, ø shoe, concrete floor, detail anchor of columns of confinement, that is born in structural walls, minimum lengths of anchors, overlap, anchorage, ø specified, typical details of joists, overlaps, columns, length, with columns, typical detail of joints of beams, corner, intermediate, and overlaps of reinforcement, armor in one, same section., will be located in the, l junctions, will not be spliced, central third., in columns, of light of the slab or, the column or support., beam on each side of, splices of the reinforcement, will not be allowed, colum., slabs, beams, slabs and beams, overlaps and splices, d of column, plate or beam, detail of bending of abutments in columns, beams and plates, location and length, joints in beams, rods, lower reinforcement, reinforcement, upper, upper reinforcement, lower, nfz, det. of interruption of reinforcement, det. starting reinforcement, required in upper level, only up to lower level, required reinforcement, beam, column, stepped foundation detail, nc, reinforcement detail in openings, concrete walls, additional, main beam, beam d, beam secondary, main, secondary, additional abutments in beams that receive other beams, section uu, column, column, summary of foundation conditions, terrain parameters, soil type gp, bad graded sand, clean, compact, characteristics of the land, victor alejandro garayar villanueva, rest of elements:, walls anchored in cellars :, columns :, additional reinforcement in the anchoring area, in the face of the wall, iron, section bb, wall elevation, with lightened roof, section aa, widening, specifications, concrete in basement walls:, typical detail of free cloth showing protruding armor, wall of, basement, minimum lengths of, reinforcement overlaps, horizontal d, vertical d, detail e wall meeting, perpendicular joist, wall, parallel joist, see d in sheets, solid slab roof, detail meeting of walls with, formwork, ceilings, for later joints with adjacent panels, isolation of partitions inside porches, horizontal section zz, tubular masonry, detail of reinforcement in, opening sanitary inspection, important notes for the tank, wall, nfp., or beam, beam sees or, armed slab of cover, pumping, chamber of, tecnopor or, section aa, similar, see plant, section bb, section dd, section cc, d longitudinal, beam, aa, plant, plant, architectural plans, note.-for the trace of foundation see, in parking area, detail of pan, for partition, ground, compacted, concrete strength of plates, foundations:, sobrecimiento :, section cc, staggering foundation, consumption, water cistern, pumps, room, fire, see detail of pan, projection, beam projection , of flat beam, tip., foundations and footings:, beams and ceilings:

Raw text data extracted from CAD file:

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\A1;.30 \A1;.22 \A1;.55 \A1;.20 \A1;VAR. \A1;.50 \A1;.15 \A1;.15 \A1;.60 \A1;1.20 \A1;2.48 \A1;.22 \A1;.70 \A1;.80 \A1;.10 \A1;.80 \A1;ver planta \A1;.90 \A1;.10 \A1;.40 \A1;.90 \A1;.10 \A1;1.70 \A1;2.10 \A1;ver planta \A1;.90 \A1;.10 \A1;.25 \A1;PAÑO DE MURO ANCLADO \A1;.50 \A1;VAR. \A1;.25 \A1;1.05 \A1;.25 \A1;10.10° \A1;1.05 \A1;.25 \A1;10.10° \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.50 \A1;1.30 \A1;.80 \A1;.60 \A1;.15 \A1;.15 \A1;.20 \A1;.50 \A1;.08 \A1;.60 \A1;.22 \A1;.25 \A1;.20 \A1;.22 \A1;.20 \A1;.50 \A1;.08 \A1;.90 \A1;.60 \A1;.22 \A1;.25 \A1;.20 \A1;.22 \A1;.20 \A1;.50 \A1;.08 \A1;.90 \A1;.60 \A1;.22 \A1;.25 \A1;.20 \A1;.20 \A1;.50 \A1;.22 \A1;.20 \A1;.22 \A1;.60 \A1;.60 \A1;.22 \A1;.20 \A1;.22 \A1;.90 \A1;.60 \A1;.22 \A1;.25 \A1;.20 \A1;.22 \A1;.20 \A1;.90 \A1;.60 \A1;.22 \A1;.25 \A1;.20 \A1;.22 \A1;.40 \A1;.10 \A1;.75 \A1;.70 \A1;.25 \A1;.25 \A1;.50 \A1;.30 \A1;.41 \A1;.30 \A1;.90 \A1;.60 \A1;.15 \A1;.20 \A1;.08 \A1;.90 \A1;.20 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.15 \A1;2.48 \A1;.50 \A1;.97 o .99 \A1;.20 \A1;2.05 \A1;.35 \A1;.30 \A1;.20 \A1;.40 \A1;1.25 \A1;.40 \A1;.40 0.4999999954115992 1º PISO APUNTALADO HASTA VACEAR EL ULTIMO TECHO MANTENER TECHO 5 DETALLE DE CAMBIO DE SECCION 5 5 Rto S/C CUADRO 5 5 Rto S/C CUADRO 5 d3/8": d1/2": d3/8": PLACA DE PL-3 EN 2º PISO (3º SOTANO AL 4º PISO) C1 2 +4 d3/8":@.25 8d3/4"+6d5/8" (3º SOTANO AL 4º PISO) C2 8d1" (3º Y 2º SOTANO) PL-1 (1º SOTANO) PL-1 (3º AL 1º SOTANO) PL-2 5 (3º AL 1º SOTANO) PL-3 (1º SOTANO) PL-4 0.2000000000002728 2.049999999999955 1.5 0.3500000000749424 0.2999999999999545 0.1999999999998181 1.25 (3º SOTANO AL 3º PISO) PL-9 0.3999999999998636 1.25 0.4000000000000909 0.4000000000000909 0.3999999999998636 0.1000000000001364 LAS PLACAS TENDRAN IGUAL CONFINAMIENTO QUE LAS COLUMNAS EN SUS EXTREMOS O PARTE SUPERIOR E INFERIOR, ES DECIR: 1@.05,6@.10, RESTO SEGUN EL INDICADO EN DETALLE DE PLACAS. NOTA: LAS PLACAS TENDRAN IGUAL CONFINAMIENTO QUE LAS COLUMNAS EN SUS EXTREMOS O PARTE SUPERIOR E INFERIOR, ES DECIR: 1@.05,6@.10, RESTO SEGUN EL INDICADO EN DETALLE DE PLACAS. NOTA: 0.75 0.6999999999998181 0.25 0.2499999999995453 0.5 0.2999999999999545 0.4117321708326926 5 (1º SOTANO AL 4º PISO) C4 5 0.900000000000091 0.599999999999909 0.2000000000000455 0.1500000000000909 SECCION 3-3 ESCALA 1/25 NFP. -10.15 NIV. -5.45 NFC. -11.10 d1"@.20 2.700000000000045 2.700000000000045 2.699999999999932 d1/2"@.25 d1/2"@.25 0.3000000000001819 NFP. -0.05 NPT.±0.00 d1"@.20 d5/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.0788335206957527 VER d DE PLACA NIV. -2.75 d1/2"@.25 d1/2"@.25 0.4999999999998863 0.900000000000091 SECCION 4-4 ESCALA 1/25 NFP. -10.15 NIV. -5.45 NFC. -11.10 d1"@.20 2.700000000000045 2.699999999999932 d1/2"@.25 0.3000000000001819 NFP. -0.05 NPT.±0.00 d1"@.20 d5/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.0788335206957527 NIV. -2.75 d1/2"@.25 d1/2"@.25 0.1500000000005457 0.2000000000000455 SOBRECIMIENTO 0.6000000000001364 0.599999999999909 0.2000000000000455 0.1500000000000909 SECCION 5-5 ESCALA 1/25 NFP. -10.15 NIV. -5.45 NFC. -11.10 d1"@.20 2.700000000000045 4.700000000000045 2.699999999999932 NFP. -0.05 NPT.±0.00 d1"@.20 d5/8"@.20 NIV. -2.75 d1/2"@.30 0.6000000000001364 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 6-6 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -9.30 d3/8"@.20 NFP.-2.75 2.480000000000018 2.480000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 0.6000000000001364 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 7-7 ESCALA 1/25 NFP. -8.40 NFP. -5.45 NFC. -9.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.730000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 TARRAJEAR CON IMPERMEABILIZANTE 3d1/2" 3d1/2" 3d1/2" MALLA d3/8"@.25 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 8-8 ESCALA 1/25 NFP. -5.45 NFC. -9.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.730000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.0788335206957527 NFP. -8.40 d3/8"@.20 MALLA TARRAJEAR CON IMPERMEABILIZANTE 0.1500000000005457 0.2000000000000455 SOBRECIMIENTO 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 9-9 ESCALA 1/25 NFP. -5.45 NFC. -9.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.730000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 VER d DE PLACA TARRAJEAR CON IMPERMEABILIZANTE NFP. -8.40 d3/8"@.20 MALLA 0.6000000000000227 3.150011329052404 NFP. -8.15 NFP. -5.45 NFC. -12.05 d3/8"@.20 NFP.-2.75 2.480000000000018 2.479999999999563 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500060731701979 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 VER d DE PLACA 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 11-11 ESCALA 1/25 NFP. -5.45 NFC. -9.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.730000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 TARRAJEAR CON IMPERMEABILIZANTE NFP. -8.40 d3/8"@.20 MALLA d3/8"@.275 c/cara 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 12-12 ESCALA 1/25 NFP. -5.45 NFC. -9.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.730000000000018 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 TARRAJEAR CON IMPERMEABILIZANTE NFP. -8.40 d3/8"@.20 MALLA d3/8"@.275 c/cara 0.8000000000001819 0.6000000000000227 0.4000000000000909 0.1500000000000909 SECCION 13-13 ESCALA 1/25 NFP. -2.75 NFC. -3.90 2.499999999999773 0.2500000000002274 0.2000000000000455 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.25 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 VER d DE PLACA d3/8"@.25 CIMIENTO ESCALONADO Concreto Ciclopeo 1:12 con 30% de Piedra Grande 5 0.8000000000001819 0.8000000000001819 0.6000000000000227 1.500000000000114 0.1500000000000909 SECCION 13'-13' ESCALA 1/25 NFP. -2.75 NFC. -5.00 2.499999999999773 0.2500000000002274 0.2000000000000455 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.25 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 VER d DE PLACA d3/8"@.25 0.6000000000000227 SECCION 14-14 ESCALA 1/25 NFC. -5.00 0.2500000000002274 0.1000000000001364 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.25 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 5 0.0788335206957527 VER d DE PLACA d3/8"@.25 0.599999999999909 0.6000000000000227 0.4000000000000909 0.1500000000000909 SECCION 15-15 ESCALA 1/25 NFP. -2.75 NFC. -5.00 2.499999999999886 0.2000000000000455 0.2500000000002274 NFP.-0.05 d3/8"@.25 d3/8"@.25 4.249999999999886 4d3/8" 0.6000000000001364 1.025000000000091 0.1500000000000909 SECCION 17-17 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -10.55 d3/8"@.20 NFP.-2.75 2.480000000000018 2.480000000000018 2.499999999999886 d3/8"@.20 d3/8"@.20 (BASTON) 0.2200000000000273 1.000000000000114 d3/8"@.20 (BASTON) 1.0 0.3999999999999773 0.2000000000000455 0.2199999999999136 0.2000000000002728 NFP. -0.05 d3/8"@.20 d3/8"@.30 NFP.-0.05 d3/8"@.30 5 0.599999999999909 3d3/8" 0.6000000000001364 0.4499999999998181 0.1000000000001364 SECCION 18-18 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -10.55 NFP.-2.75 2.480000000000018 2.480000000000018 2.499999999999886 d3/8"@.25 0.2200000000000273 0.2000000000000455 0.2199999999999136 0.1500000000003183 NFP. -0.05 d3/8"@.30 0.1500000000000909 d3/8"@.30 d3/8"@.30 4d3/8" 0.6000000000001364 2.199999999999818 0.1500000000000909 SECCION 19-19 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -11.10 NFP.-2.75 2.480000000000018 2.480000000000018 2.499999999999886 0.2200000000000273 0.2000000000000455 0.2199999999999136 0.2000000000002728 NFP. -0.05 d3/8"@.30 0.6000000000001364 0.1500000000000909 d3/8"@.30 d3/8"@.30 4d3/8" NFP. -10.15 d3/8"@.20 SECCION 20-20 ESCALA 1/25 NFC.-10.55 NFP.-8.15 NPT. -9.70 VER d EN PLANTA (COORDINAR NIVEL DE FONDO DE PIT CON EL PROVEEDOR DEL ASCENSOR) 0.6000640961656245 0.1502084495145937 1.450000000000045 0.0999999999999091 0.25 3.050476625877764 d3/8"@.25 d3/8"@.30 1.699975778988119 0.2001956596268428 NFP.-8.15 VER d DE PLACA PL-9 VER d DE PLACA PL-9 0.1000000000001364 d3/8"@.25 2 d3/8":@.25 8d5/8" 2 d3/8":@.25 8d5/8" 6d5/8" 1 +1 d3/8":@.25 6d5/8" 1 +1 d3/8":@.25 d3/8"@.25 d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.20 (1º AL 7º PISO) PL-1 1 +2 d3/8":@.25 (5º AL 7º PISO) C2 4d1"+4d3/4" 1 +2 d3/8":@.25 (5º AL 7º PISO) C1 2 +4 d3/8":@.25 14d5/8" 2 +2 d3/8":@.25 12d5/8" (1º SOTANO AL 4º PISO) C3 1 +1 d3/8":@.25 6d3/4" 0.5 0.2999999999999545 0.4117321708326926 5 (5º AL 7º PISO) C4 5 1 +1 d3/8":@.25 6d5/8" (1º AL 7º PISO) PL-2 (1º PISO AL 7º PISO) PL-3 (1º AL 7º PISO) PL-4 0.2000000000002728 2.049999999999955 1.5 0.3500000000749424 0.2999999999999545 0.1999999999998181 1.25 (4º A 7º PISO Y AZOTEA ) PL-9 0.3999999999998636 1.25 0.4000000000000909 0.4000000000000909 0.3999999999998636 0.1000000000001364 d3/8"@.35 2 d3/8":@.25 4d5/8"+4d1/2" 2 d3/8":@.25 6d5/8" 1 +1 d3/8":@.25 6d5/8" 1 +1 d3/8":@.25 d3/8"@.35 d3/8"@.35 d3/8"@.35 d3/8"@.35 4d5/8"+4d1/2" 1.699999999999818 1.699999999999818 4d1/2" 4d1/2" d3/8"@.35 0.2999987400658028 0.3000197589509526 (3º AL 1º SOTANO) C5 d3/8":@.25 4d5/8" (3º AL 1º SOTANO) C6 d3/8":@.25 4d5/8" (3º AL 1º SOTANO) C7 6d5/8" 1 +1 d3/8":@.25 Sa= ACELERACION ESPECTRAL R g Sa= ZUSC SISTEMA ESTRUCTURAL SISMORRESISTENTE PARAMETROS PARA DEFINIR FUERZA SISMICA: Z= FACTOR DE ZONA =0.4 (Z0NA 3) U= FACTOR DE USO =1.0 (CATEGORIA C) DIRECCION X-X: SISTEMA MUROS DE CONCRETO ARMADO DIRECCION Y-Y: SISTEMA DUAL TIPO II (PORTICOS Y PLACAS) Ry= 5.25 Rx= 4.50 C= 2.5x(Tp/T) S= FACTOR DE SUELO =1.0 1.15cm 0.07cm YY= XX= DESPLAZAMIENTOS MAXIMOS: 7.43cm 0.5cm YY= XX= DESPLAZAMIENTO RELATIVO MAXIMO (IRREGULARIDAD 3/4x6.00) g=9.81m/s2 DONDE : (IRREGULARIDAD 3/4x7.00) Tp=0.40seg ALBAÑILERIA UNIDAD DE ALBAÑILERIA : 45 UNIDAD (LADRILLO TIPO IV) : f'b = Kg/cm 2 130 ESPACIAMIENTOS MAXIMOS DE VACIOS 25% 1:4 : ESPESOR DE JUNTA =1.5 cm MAX 1.0 cm MIN. MORTERO (CEMENTO-ARENA) ESFUERZO._ ESPECIFICACIONES GENERALES CONCRETO : ACERO DE REFUERZO: fy = 4,200 Kg/cm2 RECUBRIMIENTOS._ NORMAS TECNICAS E-020, E-050, E-060 Y E-070 REGLAMENTOS.- TERRENO : lt = 4.00 Kg/cm2 REGLAMENTO NACIONAL DE EDIFICACIONES NORMA PERUANA DE DISEÑO SISMORRESISTENTE E-030 OBSERVACIONES: DESENCOFRADO DEL TECHO CON LADRILLO TIPO PANDERETA. LOS MUROS NO PORTANTES SE LEVANTARAN A SU ALTURA TOTAL DESPUES DEL .075 (Típ.) Rec. Libre .075 (Típ.) Rec. Libre cuadro de columnas Resto según DETALLE TIPICO DE ZAPATA A x B N.F.P. (Típ.) 5 Ø ZAPATA 5 f'c=100 Kg/cm2 (Típ.) Solado de Concreto 0.1000000000001364 0.1005889965319966 0.1000000000001364 5 5 5 d3/8":1@.05,6@.10, DETALLE ANCLAJE DE COLUMNAS DE CONFINAMIENTO QUE NACE EN MUROS ESTRUCTURALES cuadro de columnas Resto según 0.0999999999999091 0.1000000000001364 0.0999999999999091 0.0514318630457637 LONGITUDES MINIMAS DE ANCLAJES 1/4" 5/8" 1/2" 3/8" 0.45 TRASLAPE Ø ANCLAJE 0.60 0.45 0.50 0.70 3/4" 1" 1.00 Ø Especificado DETALLES TIPICOS DE UNIONES DE VIGAS TECHO 1 Ø3/8" (Adicional) Doblan Vert. .30 0.3000000000001819 (Adicional) 1 Ø3/8" H/3 .10 .10 .10 .10 .05 (Típ.) 0.3999999999998636 Ø3/8"@.10 (Adicionales) H/3 .10 .10 (Típ.) .05 H/3 .10 .10 Traslape .10 de .10 .10 .10 .05 .10 .05 .10 .10 .10 Ø3/8"@.10 (Adicionales) 0.3999999999998636 (Adicionales) Ø3/8"@.15 de columnas Ver"S" en cuadro Longitud Ø3/8"@.10 (Adicionales) Ver"S" en cuadro CON COLUMNAS DETALLE TIPICO DE UNIONES DE VIGAS ESQUINA de columnas S .10 .05 .10 .10 .10 INTERMEDIO Y TRASLAPES DE ARMADURAS 5 más del 50% de la armadura en una misma sección. se ubicarán en el Los empalmes L No se empalmarán tercio central. EN COLUMNAS 6mm 5/8" 3/8" 1/2" 5 30 60 40 50 de luz de la losa o la columna o apoyo. viga a cada lado de empalmes del refuerzo No se permitirán una Longitud de 1/4 superior (negativo) en 50 40 COLUM. (cm) 30 d LOSAS, VIGAS (cm) LOSAS Y VIGAS TRASLAPES Y EMPALMES d DE COLUMNA, PLACA O VIGA a 45° 45° r 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS, VIGAS Y PLACAS N.F.P. 5 0.0999999999999091 0.1000000000001364 .10 .10 .10 .10 .10 .10 S S S S S .10 .10 .10 .10 S d3/8"@.10 % DE VARILLAS INCREMENTAR LOCALIZACION Y LONGITUD EMPALMES EN VIGAS LA LONGITUD DE EMPALME EN 60 (*) EN CASO DE CORTAR EL 100 % \A1;L/4 % O MENOS DE VARILLAS CORTADAS (*) VALORES DE M PARA 50 3/8" 1/2" 5/8" VARILLAS \U+2205 \A1;L/4 H=CUALQ. REFUERZO INFERIOR \A1;L/4 \A1;L/3 REFUERZO SUPERIOR \A1;M/2 \A1;M \A1;M \A1;L/3 REFUERZO H>.30 m REFUERZO SUPERIOR H<=.30 m 55 60 75 \A1;L/4 INFERIOR \A1;L/3 45 55 40 45 55 40 N.F.Z. 0.1000000000001364 0.0999999999999091 f'm = Kg/cm 2 DET. DE INTERRUPCION DE REFUERZO DET. DE ARRANQUE DE REFUERZO REQUERIDO EN NIVEL SUPERIOR solo hasta nivel inferior Refuerzo requerido L= 0.70 d5/8" 1.40 d1" 0.85 d3/4" 5 0.70 d5/8" L= 1.40 d1" 0.85 d3/4" 5 VIGA VIGA COLUMNA COLUMNA 5 5 5 DETALLE DE CIMENTACION ESCALONADA 5 5 5 RELLENO CON CONCRETO CICLOPEO 1:12 30% P.G. máx.6" CEMENTO - HORMIGON + 5 N.C. N.C. (VER ESTUDIO DE SUELOS DEL ING. VIGAS PERALTADAS: 4.00 cm. COLUMNAS Y PLACAS (e>20cm): 4.00 cm. LOSAS Y VIGAS CHATAS : 2.00 cm. ESCALERA Y ALIGERADO 2.00 cm. ZAPATAS: 7.50 cm. MUROS Y PLACAS (e<20cm): 2.50 cm. COLUMNETAS 2.00 cm. 0.1000000000001364 0.1000000000001364 DETALLE DE REFORZAMIENTO EN VANOS 2d5/8" C/CARA 2d5/8" C/CARA 5 2d5/8" C/CARA 5 5 5 2d5/8" C/CARA 2d5/8" C/CARA 5 DE MUROS DE CONCRETO \A1;.30 5 4 d3/8" ADICIONALES \A1;ó 25 5 VIGA PRINCIPAL d DE VIGA 5 VIGA SECUNDARIA PRINCIPAL d DE VIGA SECUNDARIA 5 ESTRIBOS ADICIONALES EN VIGAS QUE RECIBEN OTRAS VIGAS U U SECCION U-U 0.100000208854226 0.1000007045158782 VIGA SECUNDARIA DE COLUMNA EN COLUMNA \A1;ó 20 RESUMEN DE CONDICIONES DE CIMENTACION PARAMETROS DEL TERRENO Df : 1.10 m lt = 4.00 Kg/cm2 Tipo de suelo GP, arena gravosa mal graduada, limpia, compacta, CARACTERISTICAS DEL TERRENO seca, gris, ligera humedad, con gravillas de 1/2" a 1" y gravas de (VER ESTUDIO DE SUELOS DEL ING. VICTOR ALEJANDRO GARAYAR VILLANUEVA 1" a 6" en todo el terreno. CIP LIMA Nº 137828) VICTOR GARAYAR VILLANUEVA CIP LIMA Nº 137828) RESTO DE ELEMENTOS: f'c = (VER CUADRO DE COLUMNAS) f'ci = 0.6f'c (RESISTENCIA DEL CONCRETO EN EL MOMENTO DE LA TRANSFERENCIA) f'c = 420 Kg/cm2 (RESISTENCIA A LOS 28 DIAS) MUROS ANCLADOS EN SOTANOS: COLUMNAS: f'c = 210 Kg/cm2 2.0 2.0 EN CONTACTO CON LA TIERRA, PARA CARGAS DE 45 TON Y 55 TON ESCALA 1/25 REFUERZO ADICIONAL EN LA ZONA DE ANCLAJE, EN LA CARA DEL MURO PLANCHA 300X300X25mm 0.2999999999999545 0.2999999999999545 SECCION B-B ESCALA 1/25 1.000000000000114 d1/2"@.20 (BASTON) 1.0 VER d EN B B 5 ANCLAJE HORIZONTAL) d1/2"@.20 (BASTON) VERTICAL) ELEVACION DE MURO 0.2999999999999545 CON TECHO ALIGERADO ESCALA 1/25 VER d EN d3/8"@.20 ELEVACION DE MURO 0.2999999999999545 2.0 2.0 PLANCHA 300X300X25mm 0.2999999999999545 0.2999999999999545 SECCION A-A ESCALA 1/25 1.000000000000114 d1/2"@.20 (BASTON) 1.0 VER d EN A A 5 ANCLAJE HORIZONTAL) d1/2"@.20 (BASTON) VERTICAL) ELEVACION DE MURO 5 ENSANCHE 5 0.7999999999999545 0.7999999999999545 0.7999999999999545 EN CONTACTO CON LA TIERRA, PARA CARGAS DE 65 TON ESCALA 1/25 REFUERZO ADICIONAL EN LA ZONA DE ANCLAJE, EN LA CARA DEL MURO ESPECIFICACIONES CONCRETO EN MUROS DE SOTANOS : f'ci = 0.6f'c (RESISTENCIA DEL CONCRETO EN EL MOMENTO DE LA TRANFERENCIA) f'c = 420 Kg/cm2 (RESISTENCIA A LOS 28 DIAS) d1/2"@.20 d1/2"@.20 d1/2"@.20 d1/2"@.20 0.2999999999999545 0.2999999999999545 ESCALA 1/25 DETALLE TIPICO DE PAÑO LIBRE MOSTRANDO ARMADURA SOBRESALIENTE \A1;Ver cuadro 3.5 MURO DE SOTANO 0.2200000000000273 LONGITUDES MINIMAS DE 5/8" 1/2" 3/8" TRASLAPE Ø ANCLAJE 0.60 0.80 0.45 0.50 0.55 0.60 0.70 0.90 3/4" 1" 1.00 1.40 TRASLAPES DE ARMADURAS \A1;longitud de empalme \A1;Ver cuadro \A1;longitud de empalme d HORIZONTAL d VERTICAL DETALLE ENCUENTRO DE MUROS VER d EN d3/8"@.20 ELEVACION DE MURO 0.2999999999999545 MURO DE SOTANO 0.2200000000000273 0.5 0.1000000000001364 0.2999999999999545 0.1000000000001364 0.2999999999999545 VIGUETA PERPENDICULAR A MURO VIGUETA PARALELA A MURO VER d EN VER d EN LAMINAS ELEVACION DE MURO 0.2999999999999545 MURO DE SOTANO 5 0.1000000000001364 0.2999999999999545 TECHO DE LOSA MACIZA ESCALA 1/25 DETALLE ENCUENTRO DE MUROS CON DE ENCOFRADO DE TECHOS 0.5 0.5 PARA EMPALMES POSTERIORES CON PAÑOS ADYACENTES \A1;Ver cuadro \A1;longitud de empalme \A1;Ver cuadro \A1;longitud de empalme PL-3 0.2000000000000455 NIV. -8.15 2.0 d1"@.20 d1/2"@.25 0.2000000000000455 NIV. -8.15 d1"@.20 0.599999999999909 0.2000000000000455 0.1500000000000909 2.700000000000045 2.0 ALBAÑILERIA TUBULAR (PANDERETA) d5/8" d5/8" d5/8" AISLAMIENTO DE TABIQUES DENTRO DE PORTICOS 0.4531615576953527 5 JUNTA TIPICA (libre Ó RELLENA CON MATERIAL COMPRESIBLE DURO)=1.0cm Z COLUMNA ESC.: 1/25 SECCION HORIZONTAL Z-Z ESC.: 1/25 (PANDERETA) ALBAÑILERIA TUBULAR VIGA 0.3031215591333876 VIGA 0.1499999999998636 Z COLUMNA TUBO Ø1" TUBO Ø1" TUBO Ø1" SEPARACIÓN 1.0 cm. RELLENO PREMOLDEADO CA1 CA1 CA1 CA1 0.2499999999993179 Rto.@.25 c/ext. 1/4":1@.05,5@.10 4 d 3/8" 5 ESCALA 1/25 2d5/8" C/CARA 2d5/8" C/CARA 5 2d5/8" C/CARA 5 5 5 2d5/8" C/CARA 2d5/8" C/CARA 5 DETALLE DE REFORZAMIENTO EN ESCALA 1/25 ABERTURA INSPECCION SANITARIA NOTAS IMPORTANTES PARA LA CISTERNA 2. NO COLOCAR RELLENO EXTERIOR. 1. CONSTRUIR LA CISTERNA COMPLETA (FONDO, MUROS Y TAPA). 3. ESPERAR QUE EL CONCRETO ALCANCE EL VALOR DE F'c. 6. VOLVER A PROBAR ESTANQUEIDAD. 5. REPARAR FUGAS (DE EXISTIR). 7. COLOCAR RELLENO EXTERIOR. 8. COLOCAR REVESTIMIENTO IMPERMEABILIZANTE INTERIOR. 4. PROBAR ESTANQUEIDAD DE LA CISTERNA. d3/8"@.25 d3/8"@.25 e=.15 TRAMO 1 0.4000000000000909 0.5 NFP.-8.15 0.1500000000002046 5 5 d3/8"@.25 d3/8"@.25 0.25 0.1500000000000909 0.2500000000002274 TRAMO 2 5 MURO 0.1500000000000909 5 MURO 5 d3/8"@.25 d3/8"@.25 e=.15 0.2499999999997726 TRAMO 3 0.25 5 NFP. 5 MURO 0.1500000000000909 5 d3/8"@.25 d3/8"@.20 d1/2"@.20 5 e=.15 VER d EN 0.2000000000002728 0.2000000000000455 NFP. PLACA PL-9 o VIGA 1.099999999999909 PLANTA d3/8"@.20 5 0.2000000000000455 0.2000000000000455 0.5 VER d EN PLANTA DETALLE DE ESCALERA N° 2 S/C=200 kg/m2 , ESC. 1/25 DETALLE DE ESCALERA N° 1 S/C=200 kg/m2 , ESC. 1/25 5 2d3/8"@.25 d3/8"@.20 e=.15 0.2499999999997726 d3/8"@.20 d3/8"@.25 0.2007159583561133 d3/8"@.20 5 d3/8"@.20 0.1500000000000909 0.25 MURO M-2 0.1301778015792934 5 2d3/8"@.25 d3/8"@.20 e=.15 0.2499999999997726 d3/8"@.20 TRAMO 3 d3/8"@.40 d3/8"@.20 5 d3/8"@.20 0.1999999999999318 0.25 0.1499999999999773 MURO M-2 0.1301778015792934 d3/8"@.20 d3/8"@.20 0.25 0.1499999999999773 0.2500000000002274 TRAMO 2 NFP. TRAMO 1 DETALLE DE ESCALERA N° 4 S/C=200 kg/m2 , ESC. 1/25 0.1499999999999773 d3/8"@.25 d3/8"@.25 e=.15 TRAMO 4 0.1500000000002046 5 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 MURO VER d EN PLANTA MURO 5 d3/8"@.25 d3/8"@.25 0.25 VER d EN PLANTA TRAMO 5 TRAMO 6 TRAMO 7 TRAMO 8 TRAMO 9 d3/8"@.25 d3/8"@.25 e=.15 TRAMO 10 0.1500000000002046 5 5 5 PLACA 0.1999999999999318 d3/8"@.25 d3/8"@.25 0.25 VER d EN PLANTA PL-7 d3/8"@.25 d3/8"@.25 0.25 0.1499999999999773 0.2500000000002274 TRAMO 11 0.1500000000000909 5 PLACA PL-7 VIGA VE o VE (.15X.30) 4d1/2" Rto.@.25 c/extremo 1/4":1@.05, 4@.10 0.3000000000000682 0.1499999999998636 0.1500000000000909 5 d3/8"@.25 d3/8"@.25 e=.15 0.2499999999997726 TRAMO 12 0.25 5 NFP. 0.1500000000000909 0.2000000000001592 d3/8"@.25 d3/8"@.25 VER d EN PLANTA TRAMO 15 TRAMO 18 0.1499999999998636 0.1499999999996362 VIGA VE o TRAMO 13 TRAMO 16 TRAMO 19 TRAMO 14 TRAMO 17 TRAMO 20 TRAMO 22 TRAMO 25 TRAMO 23 TRAMO 26 TRAMO 21 TRAMO 24 TRAMO 27 PLACA PL-7 PLACA PL-7 0.5 0.6000000000000227 SECCION 21-21 ESCALA 1/25 NFC. -9.55 0.2000000000000455 NFP. -5.45 d3/8"@.25 d3/8"@.20 0.2200000000000273 2.739920870262949 0.3999999999998636 0.1500000000000909 d3/8"@.20 NFP. -8.40 MALLA 4d3/8" TARRAJEAR CON IMPERMEABILIZANTE 0.5 0.6000000000000227 SECCION 21'-21' ESCALA 1/25 NFC. -9.30 0.2000000000000455 NFP. -5.45 d3/8"@.25 d3/8"@.20 0.2200000000000273 2.480000000000018 0.5499999999999545 0.1500000000000909 NFP. -8.15 4d3/8" 0.2999999999999545 d3/8"@.20 0.1499886709476641 d3/8"@.20 d1/2"@.20 0.1499995552894688 VER d EN PLANTA MALLA d5/8"@.20 0.2500586805012972 5 \A1;1.28 5 5 5 ESCALA 1/25 CAMARA DE BOMBEO (e=0.15) ARMADO DE LOSA DE TAPA DE 1d1/2" C/CARA 1d1/2" C/CARA 1d1/2" C/CARA 1d1/2" C/CARA \U+22053/8"@.20 c/cara PLACA PL-3 0.6000000000001364 SECCION 22-22 ESCALA 1/25 NFC. -9.55 0.2000000000000455 NFP. -5.45 d3/8"@.25 d3/8"@.20 0.2200000000000273 2.629999999999995 0.5499999999999545 0.1500000000000909 d3/8"@.20 NFP. -8.40 MALLA 3d3/8" TARRAJEAR CON IMPERMEABILIZANTE 0.1999999999998181 5 0.5000000000002274 2.599999999845295 SECCION 23-23 ESCALA 1/25 NFC. -12.05 0.2500060731701979 d3/8"@.20 d3/8"@.20 0.1499995552894688 MALLA d5/8"@.20 0.2500586805012972 0.1499995552894688 0.6000000000000227 0.2000000000000455 NFP. -5.45 d3/8"@.25 d3/8"@.20 0.1500000000000909 d3/8"@.20 MALLA TARRAJEAR CON IMPERMEABILIZANTE 1.199922198040213 0.2000000000000455 d3/8"@.25 d3/8"@.20 0.1500000000000909 d3/8"@.20 MALLA TARRAJEAR CON IMPERMEABILIZANTE 3.149999999999977 2.480000000000018 0.2200000000000273 NFP. -8.15 BOMBEO CAMARA DE VER d EN PLANTA VC-1(.25X.90) Esc. 1/25 5 5 5 3Ø3/4" 3Ø3/4" Ø3/8":1@.05,6@.15,Rto.@.30 2Ø3/8" 2Ø3/8" 5 a a 0.8000000000001819 TECNOPOR O 0.8999999999999773 0.2500000000002274 0.1000000000000227 SECCION a-a 2Ø3/8" 2Ø1" 5 0.8000000000001819 Ø3/8":1@.05,Rto.@.15 1.450000000000045 SIMILAR 2.799999999999955 VC-2(.25X.90)/VC-3(.25X.90) Esc. 1/25 .30 5 5 2Ø1" 3Ø3/4" Ø3/8":1@.05,6@.15,Rto.@.30 2Ø3/8" 2Ø3/8" ver planta 5 b b 0.900000000000091 0.8999999999999773 0.2500000000002274 0.1000000000000227 SECCION b-b 2Ø3/8" 2Ø1" TECNOPOR O SIMILAR NFC.-9.30 VC-4(.25X1.00) Esc. 1/25 5 \A1;3.20 5 2Ø1" 3Ø3/4" Ø3/8":1@.05,6@.15,Rto.@.30 2Ø3/8" 2Ø3/8" 5 d d 0.900000000000091 1.0 0.2500000000002274 0.0999999999999091 SECCION d-d 2Ø3/8" 2Ø1" TECNOPOR O SIMILAR NFC.-11.10 1.699999999999818 2.099999999999909 VC-5(.25X.90)/VC-6(.25X.90) Esc. 1/25 ver planta 5 5 2Ø1" 3Ø3/4" Ø3/8":1@.05,6@.15,Rto.@.30 2Ø3/8" 2Ø3/8" ver planta 5 c c 0.900000000000091 2Ø3/8" 2Ø1" NFC.-9.30 0.8999999999998636 0.2500000000002274 0.1000000000001364 SECCION c-c TECNOPOR O SIMILAR NFC.-3.90 0.25 0.80 0.55 0.60 0.90 1.40 0.55 1.399999999999864 0.2521736793880791 1.400000000000091 0.2521736793880791 5 Concreto Ciclopeo 1:12 con 0.5 0.25 d3/8"@.20 d3/8"@.20 d3/8"@.25 CIMIENTO ESCALONADO 30% de Piedra Grande 5 De 0.26 a 0.46 A 5 5 d3/8"@.25 d LONGITUDINAL DE VIGA d LONGITUDINAL DE VIGA A 2d1/2" 0.2499999999979536 0.5499999999855163 A-A 0.25 REFUERZO ADICIONAL (TIPICO) DE PASE EN VIGAS 0.5499999999999545 DE VIGA 4 d5/8" ADICIONALES 5 5 5 4d3/4" 4d3/4" 5 5 5 5 5 5 5 2d3/4" 2d3/4" P L A N T A D E C I M E N T A C I O N PLANOS DE ARQUITECTURA ESCALA 1/50 NOTA.-PARA EL TRAZO DE CIMENTACION VER e=3/8" 5 2) SE PUEDE REALIZAR CORTES PARA JUNTAS POSTERIOR AL VACIADO, TAMBIEN CON 1) SE DEBE VACIAR EL CONCRETO EN DAMEROS DE NO MAS DE 4.00M DE LONGITUD. DETALLE DE LOSA DE CONCRETO (e=.15) capa de afirmado(e=.15)-mínimo (f'c=210Kg/cm2) " EN ZONA DE ESTACIONAMIENTO DETALLE DE BATEA 0.3005058122482751 0.1000000000003638 0.1000000000001364 5 5 0.2999999999999545 1 3/8"d@.30 PARA TABIQUERIA 2d3/8" TERRENO COMPACTADO 0.2000000000000455 0.2000000000002728 SOTANO 3 AL RESISTENCIA DEL CONCRETO DE PLACAS 1º AL 4º PISO C1 C2 PL-1 PL-2 SOTANO 1 420 420 420 420 Y COLUMNAS (f'c) EN kg/cm2 PL-3 PL-4 PL-5 PL-6 PL-7 PL-8 PL-9 0.4000000000000909 0.7000000000000455 0.5000000000001137 NFP.-0.05 0.1500000000000909 NFC.-1.25m SECCION A-A ESCALA 1/25 CIMIENTOS: Concreto Ciclopeo 1:10 con 30% de Piedra Grande SOBRECIMIENTO: Concreto Ciclopeo 1:8 con 25% de Piedra Mediana C3 C4 350 C5 420 - C6 420 - C7 420 - 0.4000000000000909 0.7000000000001592 0.3999999999999773 NIV.-0.15 0.1500000000000909 NFC.-1.25m SECCION B-B ESCALA 1/25 CIMIENTOS: Concreto Ciclopeo 1:10 con 30% de Piedra Grande SOBRECIMIENTO: Concreto Ciclopeo 1:8 con 25% de Piedra Mediana NFP.-0.05 0.1500000000000909 0.0999999999999091 0.3500000000001364 SECCION C-C ESCALA 1/25 0.1499999999998636 0.0999999999999091 0.5 3d3/8" d3/8"@.25 CA1 0.2499999999995453 Rto.@.25 1/4":1@.05,5@.10 4d3/8" 5 ESC. 1/25 CA2 Rto.@.25 1/4":1@.05,5@.10 7d3/8" ESC. 1/25 2 NFP.-0.05 A A B B A JUNTA DE SEPARACION SISMICA DE 2.5cm(min.) A B B CA2 CA1 CA1 JUNTA SISMICA DE 2.5cm \W5.28414; JUNTA SISMICA \W7.01910; DE 2.5cm JUNTA DE SEPARACION SISMICA DE 2.5cm(min.) NPT.-0.15 C C CA1 CA1 VC-04 (.25X1.00) VC-04 (.25X1.00) H=0.80m NFZ=-11.10 Z1 d3/4"@.20 (sup. e inf.) 3 3 4 4 19 19 NFP.-10.15 NFP.-10.15 5 5 6 6 7 7 1 1 PL-2 0.9000000000316959 d1/2"@.25(Sup.) 6d5/8"(sup. e inf.) d5/8"@.25(Inf.) ESCALONAR CIMIENTO 21 21 0.5000000000002274 Z2 DE CONSUMO CISTERNA DE AGUA H=0.90m NFZ=-9.55 NFP.-8.40 NFFZ=-11.10 8 8 9 9 22 22 10 BOMBEO CAMARA DE BOMBAS CUARTO DE NFP.-8.15 21' 21' 21 21 ESCALONAR CIMIENTO CONTRAINCENDIO CISTERNA DE AGUA NFP.-8.40 VC-06 (.25X.90) C1 H=0.80m NFZ=-9.55 Z3 22 22 VC-03 (.25X.90) PL-9 H=0.70m NFZ=-10.55 Z4 d3/4"@.20(sup. e inf.) d3/4"@.20(sup. e inf.) 20 20 VC-03 (.25X.90) NFP.-8.15 PL-3 C6 d1/2"@.25(Sup.) d5/8"@.25(Inf.) ESCALONAR CIMIENTO 21 21 12 12 6d1/2"(sup. e inf.) 11 11 C7 C7 d1/2"@.25(Sup.) d5/8"@.25(Inf.) 6d5/8"(sup. e inf.) C2 23 9 9 d1/2"@.25 C5 17 17 1 1 d5/8"@.20 (sup. e inf.) PL-6 PL-1 VC-01 (.25X.90) H=0.70m NFZ=-5.00 Z5 d3/4"@.15 (sup. e inf.) VC-02 (.25X.90) d3/4"@.20 (sup. e inf.) d3/4"@.20 (sup. e inf.) 2 2 16 16 d3/4"@.20 (sup. e inf.) d3/4"@.20 (sup. e inf.) d3/4"@.20(Sup. e Inf.) PL-7 C4 5 d3/4"@.20 (sup. e inf.) d3/4"@.20 (sup. e inf.) 14 15 15 H=0.60m NFZ=-3.90 0.8000000000001819 10 PL-8 0.5016225477922944 ESCALONAR CIMIENTO 13 13 d1/2"@.25 5d5/8"(sup. e inf.) 5 5 5 C3 14 13' 13' 13 13 PL-4 \W4.02032; ESCALONAR \W4.91610; CIMIENTO \W8.42160; 5d5/8"(sup. e inf.) ESCALONAR CIMIENTO ESCALONAR CIMIENTO 5 23 VER DETALLE DE BATEA 8.447262142369254 0.300039580869452 0.5 2.930001214297249 0.2999999999999545 1.772337402469589 2 d3/8":@.25 6d5/8" d3/8"@.20 3.429986415561643 PROYECCION DE VIGA d3/8":@.25 4d5/8" d3/8"@.20 2.644941114800076 d3/8"@.20 0.3000000000001819 d3/8":@.25 4d5/8" d3/8"@.20 0.7976813298494108 0.2499998906259862 0.2000395808693156 8.447257050766666 JUNTA DE SEPARACION SISMICA DE 8.0cm 0.0800000000000409 PROYECCION DE VIGA d3/8":@.25 4d5/8" PROYECCION DE VIGA d3/8":@.25 4d5/8" PROYECCION DE VIGA CHATA 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" d3/8"@.275 d3/8"@.275 d3/8"@.275 d3/8"@.275 0.2499998906259862 5 5 5 5 d3/8":@.25 4d5/8" 2.944940961113616 0.2999999999999545 0.3999999999996362 2.244940961114025 d3/8"@.20 d3/8"@.20 2d5/8"+9d1/2" 3 d3/8":@.25 5 5 0.5 5.647488644568853 0.5 2.34000115279764 0.5 9.48749024114386 PROYECCION DE VIGA d1/2"@.125(3º Y 2º SOTANO) d1/2"@.25(1º SOTANO) 0.3000283678838969 d3/8"@.20 d3/8"@.20 PROYECCION DE VIGA 2 d3/8":@.25 6d5/8" d3/8"@.275 2 d3/8":@.25 6d5/8" 0.5 5.647483265094365 0.5 2.340001535949227 0.5 9.487485244820846 JUNTA DE SEPARACION SISMICA DE 8.0cm 0.2000283678839878 2 d3/8":@.25 6d5/8" 0.0799999999999272 d3/8"@.275 d3/8"@.275 d3/8":@.25 4d5/8" PROYECCION DE VIGA 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 \A1;9.65 0.5004230596249499 2.754448318778032 0.5002486079490609 \A1;5.60 0.3000000000000682 2 d3/8":@.25 6d5/8" d3/8"@.20 d3/8"@.20 2 d3/8":@.25 6d5/8" d3/8"@.20 d3/8"@.20 2 d3/8":@.25 6d5/8" d3/8"@.20 d3/8"@.20 2 d3/8":@.25 6d5/8" 5 0.9200000000000728 0.4999999999998863 1.5 0.5 5.172447931636725 0.4999999999999432 5 0.5 0.4999096362287787 3.733756711486649 0.4999999689337074 1.145275409196074 0.4999999689337074 \A1;2.55 0.4999996435613525 d3/8"@.275 d3/8"@.275 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" PROYECCION DE VIGA V702(SOLO EN 7º PISO) \A1;9.44 2 d3/8":@.25 6d5/8" d3/8":@.25 4d5/8" d3/8"@.275 d3/8"@.275 d3/8":@.25 4d5/8" PROYECCION DE VIGA \A1;9.38 d3/8"@.275 d3/8"@.275 d3/8"@.275 d3/8"@.275 0.5003948104790652 2.113009710244228 0.5003948104789515 0.3000731012995175 3.295193728226195 0.3048062724679994 0.1991763472615276 0.0786916753704645 PL-5 10d5/8" 2 +2 d3/8":@.25 10d5/8" 2 +2 d3/8":@.25 10d5/8" 2 +2 d3/8":@.25 d3/8"@.20 d3/8"@.20 5 0.3828427124740301 0.3838355825732265 0.3672836876328915 0.383839428532383 0.3833497563475703 0.3828625123501297 0.4999998797608214 d3/8"@.20 6d5/8" 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 PL-6 PL-5 PL-7 PROYECCION DE VIGA 4d5/8" d3/8":@.25 (3º AL 1º SOTANO) PL-5, PL-6 Y PL-7 0.5 0.2499999999773763 0.3814265869575593 2.417278322111542 0.2999999991261575 1.600000018130459 0.2999999991261575 1.780000103865518 0.3999847529726139 0.7499999766683914 0.4999938436875482 0.6011594797901125 5 5 5 5 2 +1 d3/8":@.25 10d5/8" (4º AL 7º PISO) C3 VC-05 (.25X0.90) SECCION 16-16 ESCALA 1/25 NFC. -9.30 d3/8"@.20 NFP.-2.75 2.480000000000018 3.830000000000041 2.499999999999886 d3/8"@.20 d3/8"@.20 (BASTON) 1.000000000000114 d3/8"@.20 (BASTON) 1.0 0.3999999999999773 0.2500000000002274 0.2000000000000455 0.2199999999999136 0.2000000000002728 NFP. -0.05 d3/8"@.20 d3/8"@.30 NFP.-0.05 TARRAJEAR CON IMPERMEABILIZANTE d3/8"@.30 5 NFP. -9.50 d3/8"@.20 MALLA NFP. -5.45 0.2200000000000273 d3/8"@.25 d3/8"@.20 0.6000000000000227 0.2000000000000455 5 VER d EN PLANTA 0.2000000000002728 0.1499999999999773 0.4000000000000909 0.2999999999999545 d1/2"@.25 d1/2"@.25 TIP. 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 1-1 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -9.30 d3/8"@.20 NFP.-2.75 2.480000000000018 3.830000000000041 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 VER d DE PLACA d3/8"@.275 c/cara 0.900000000000091 0.6000000000000227 0.3999999999999773 0.1500000000000909 SECCION 2-2 ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -9.30 d3/8"@.20 NFP.-2.75 2.480000000000018 3.830000000000041 2.499999999999773 d3/8"@.20 d1/2"@.20 (BASTON) 0.2200000000000273 1.0 d1/2"@.20 (BASTON) 1.000000000000114 0.3999999999998636 0.2500000000002274 0.2000000000000455 0.2200000000000273 0.3000000000001819 NFP. -0.05 NPT.±0.00 d3/8"@.20 d3/8"@.20 VER d EN PLANTA JUNTA DE SEPARACION SISMICA DE 8cm 0.2000000000000455 0.4999999999998863 0.0788335206957527 5 0.5000000000002274 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" 2 d3/8":@.25 6d5/8" 2d5/8" 2d5/8"+9d1/2" 3 d3/8":@.25 2d5/8" 2d5/8"+9d1/2" 3 d3/8":@.25 2d5/8" d3/8"@.275 d3/8"@.275 10d3/4" 2 +2 d3/8":@.25 10d5/8" 2 +2 d3/8":@.25 10d5/8" 2 +2 d3/8":@.25 d3/8"@.20 d3/8"@.20 0.3833497563477977 0.3814265869575593 0.5000001631030955 d3/8"@.20 6d3/4" 2 d3/8":@.25 d3/4"@.20 5 PL-6 PL-7 6d3/4" 2 d3/8":@.25 d3/8"@.20 d3/8"@.20 5 PL-5 PROYECCION DE VIGA 6d5/8" 2 d3/8":@.25 (1º AL 7º PISO) PL-5, PL-6 Y PL-7 10d5/8" 2 +2 d3/8":@.25 NACE ESCALERA Nº 1 5 2d3/8"@.25 d3/8"@.20 e=.15 0.2499999999997726 d3/8"@.20 TRAMO 3 d3/8"@.40 d3/8"@.20 5 d3/8"@.20 0.1999999999999318 0.25 0.1499999999999773 MURO M-2 0.2499999999993179 0.2000000000000455 5 5 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.20 d3/8"@.20 e=.15 d3/8"@.20 TRAMO 1 DETALLE DE ESCALERA N° 3 S/C=200 kg/m2 , ESC. 1/25 d3/8"@.20 d3/8"@.20 0.25 0.1499999999999773 0.2500000000002274 TRAMO 2 0.1499999999994088 5 VIGA PLACA PL-7 5 0.3828625123501297 5 0.3838355825731128 0.3828427124740301 0.383839428532383 0.4999998797607077 0.4000000000002046 d3/4"@.20 (sup. e inf.) 350 350 350 2.45 d3/4"@.25 (sup. e inf.) d3/4"@.20 (sup. e inf.) d3/4"@.20 (sup. e inf.) d3/4"@.20 (sup. e inf.) 5 5 5 5 5 5 5 5 5 5 5 5 5º AL 7º PISO 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.45 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 - - - d3/4"@.20 (sup. e inf.) 0.4000000000000909 0.3999999999999773 0.3999999999999773 1 +2 d3/8":@.25 8d3/4" 1 +2 d3/8":@.25 8d3/4" d3/8":@.25 4d5/8" 0.453400000018064 0.2999999999999545 0.3193072660415055 (DESDE NIV.-10.50m HASTA NIV.-8.30m) PL-8 1 +2 d3/8":@.25 8d3/4" 1 +2 d3/8":@.25 8d3/4" d3/8":@.25 4d5/8" 0.453400000018064 0.2999999999999545 0.3193072660415055 (3º SOTANO AL 2º PISO) PL-8 1 +2 d3/8":@.25 8d3/4" d1/2"@.20 d3/8"@.20 4d5/8" 2 d3/8":@.25 1 +2 d3/8":@.25 8d3/4" 4d5/8" 2 d3/8":@.25 d1/2"@.20 d3/8"@.20 4d5/8" 2 d3/8":@.25 4d5/8" 2 d3/8":@.25 0.1499999831455625 0.2499999997073701 0.4000000000000909 0.199999983145517 0.1999999997074156 0.3999999999999773 0.3999999999999773 1 +2 d3/8":@.25 8d1" (3º AL 7º PISO) PL-8 0.199999983145517 0.1999999997074156 2 +2 d3/8":@.25 12d3/4" 5 5 5 18 18 17' 0.6000000000001364 1.025000000000091 0.1500000000000909 SECCION 17'-17' ESCALA 1/25 NFP. -8.15 NFP. -5.45 NFC. -9.30 d3/8"@.20 NFP.-2.75 2.480000000000018 2.480000000000018 2.499999999999886 d3/8"@.20 d3/8"@.20 (BASTON) 0.2200000000000273 1.000000000000114 d3/8"@.20 (BASTON) 1.0 0.3999999999999773 0.2000000000000455 0.2199999999999136 0.2000000000002728 NFP. -0.05 d3/8"@.20 d3/8"@.30 NFP.-0.05 d3/8"@.30 5 0.599999999999909 3d3/8" 0.2999999999999545 350 350 350 350 350 2 d3/8":@.25 6d5/8" CIMENTACION Y ZAPATAS: f'c = 350 Kg/cm2 VIGAS Y TECHOS: 3ª AÑ 1ª SOTANO f'c = 350 Kg/cm2: 1ª AL 4ª PISO f'c = 245 Kg/cm2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	autocad, base, cimentacion, DETAIL, details of foundations, DWG, footings, FOUNDATION, foundations, fundament, Housing, multifamily, pilotines