Multifamily Housing – Construction Details DWG Detail for AutoCAD

Multifamily Housing – Construction Details DWG Detail for AutoCAD

Details – specifications – sizing – cuts constructive

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

typical detail of anchoring mooring beams, indicated, variable, qq cut, double joist, joists, cross, empty staircase, stair slab, up and down, continuous, lightened first floor, lightened second floor, lightened third and fourth floor, third and fourth, balcony, second floor, management, first floor, gardener, bedroom, sh, oificina, hall, office, living room, kitchen, patio, service, laundry, shh, restaurant, box, patio, warehouse , shm, projection, cistern, skylight, bar, passage, roof, low, cut b – b, main elevation, cut a – a, typical floor, type, width, sill, high, box vain, foundations, cuts of foundation, insulation, seismic, dimensions, shoe frame, level of foundation, according to current regulations of the national regulations of buildings, clay. therefore the level of foundation will be up to, present a floor consisting of clear gravel exempt, this admissible pressure indicates that the level of foundations, resistance, verify on site, notes: concrete, plates, columns, beams in general, slabs t lightened , steel, corrugated iron, smooth iron, false floor and flooring, the diameter of the rods, will be replaced by, will be replaced by rods, technical specifications, coatings, staircase b, staircase b, flooring, typical, detail of cistern, x – x cut, cistern, joints in slabs and beams, splices in columns, columns and beams, typical abutments, shoe, column anchor, reinforcement, additional, nfp, in foundation and beam, and anchoring of beams in columns, details of concentration of stirrups, frame of, indicated in, beam, esp. from, indicated, esp. beam, nfp, ladder to, plant, section, graphic, stirrups, column frame, foundation, ladder, level, npt

Raw text data extracted from CAD file:

0.20 DETALLE TIPICO DE ALIGERADO H=0.20 0.30 0.10 0.10 0.30 0.10 0.10 0.30 0.20 0.15 d1/4"@0.25 TEMPERATURA (DOBLAN 0.15 EN EXTREMOS) 0.05 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 DETALLE TIPICO DE ANCLAJE DE VIGAS DE AMARRE (PLANTA) -1.0 -147.6201563102808 -147.6201563102808 INDICADOS -147.6201563102808 -147.6201563102808 -147.6201563102808 d1/4"INDICADOS -147.6201563102808 -147.6201563102808 \A1;0.30 \A1;1.00 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.25 \A1;4.15 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.25 \A1;4.00 \A1;0.40 \A1;0.40 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.85 \A1;0.50 \A1;0.50 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.50 \A1;1.10 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.75 \A1;1.30 \A1;1.00 \A1;0.50 \A1;1.10 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.75 \A1;0.75 \A1;1.00 \A1;0.75 \A1;1.00 \A1;0.75 \A1;1.30 \A1;1.10 \A1;0.50 \A1;0.50 \A1;0.75 \A1;1.00 \A1;1.20 \A1;1.30 \A1;1.10 \A1;0.50 \A1;0.50 \A1;0.75 \A1;1.00 \A1;1.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.20 VARIABLE D-1(0.15x0.20) D-2(0.25x0.20) DINTEL TIPICO(0.15x0.20) CORTE Q-Q CORTE Q-Q d1/4",1@0.05,Rto.@.015 5 Q Q 5 2d3/8" 5 5 5 5 5 5 d3/8",1@0.05,9@0.10,1@0.15 Rto.@0.25 2d5/8" 5 VP-1(0.25x0.40) 2d1/2" 0.80 5 1d1/2" 1 5 5 5 2 2d5/8" d3/8",1@0.05,8@0.10,1@0.15 Rto.@0.25 5 5 3d1/2" 1 2d5/8" 5 5 2d5/8" 2 2d5/8" 0.40 d5/8" d5/8" VP-2(0.25X0.40) 5 d5/8" 5 d5/8" CORTE 1 - 1 DOBLE VIGUETA DOBLE VIGUETA 5 1d1/2" 5 1.10 1d1/2" 5 1d1/2"+1d3/8" E VP-2(0.25X0.40) 1d1/2"+1d3/8" 5 1.10 5 1d1/2" 5 1d1/2" 1d1/2" 5 5 1d1/2" D 5 1d1/2"+1d3/8" 5 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 1d1/2" C DOBLE VIGUETA A VB-1(0.15X0.40 5 5 1d3/8" 5 1d1/2" 1d3/8" 5 B VP-3(0.25X0.40) VP-1 VP-1(0.25X0.40) B VP-4(0.15X0.40) 5 1d3/8" 5 1d1/2" 5 5 1d3/8" 1d1/2" 1d1/2" C VIGUETAS CRUZAN VP-1(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) VACIO DE ESCALERA VP-2 VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) VP-1(0.25X0.40) VP-5(0.25X0.40) VP-2(0.25X0.40) VP-1 VP-2(0.25X0.40) VP-1 VP-1 VA-1(0.15X0.30) VA-1(0.15X0.30) VA-2(0.25X0.20) C-1 C-2 C-4 C-4 C-1 C-2 C-1 C-1 C-2 C-1 C-1 C-2 C-1 C-1 C-2 C-3 C-1 C-1 C-3 C-2 C-1 C-4 VP-2(0.25X0.40) E VA-2(0.25X0.20) VP-2(0.25X0.40) VP-5(0.25X0.40) C-1 C-1 VP-1 C-2 C-2 C-1 D VA-2(0.25X0.20) VA-2(0.25X0.20) VB-1(0.15X0.40 VA-2(0.25X0.20) C B VB-1(0.15X0.40 VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) VP-1 VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VB-1(0.15X0.40 VACIO DE ESCALERA C 5 5 1d1/2" 1d1/2" 1d1/2"+1d3/8" 1d1/2" 5 5 C-1 C-1 C-2 C-2 C-1 C-1 VP-2(0.25X0.40) VP-2(0.25X0.40) C-1 C-2 C-3 C-1 C-1 C-2 C-1 VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) DOBLE VIGUETA DOBLE VIGUETA VP-2(0.25X0.40) VP-2(0.25X0.40) LOSA DE ESCALERA 5 5 1d1/2" 1d3/8" 1d1/2" VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) 5 1d1/2" ARRIBA Y ABAJO VP-2(0.25X0.40) DOBLE VIGUETA VP-2(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) C VA-2(0.25X0.20) VP-5(0.25X0.40) E VP-2(0.25X0.40) C-1 VP-1(0.25X0.40) VB-1(0.15X0.40 VP-1(0.25X0.40) C-1 VP-1(0.25X0.40) 1d3/8" 5 C-1 B C-1 VP-1(0.25X0.40) D C-1 VIGUETAS CRUZAN VP-1 C-1 5 DOBLE VIGUETA VP-2(0.25X0.40) C-3 C-2 C-1 VP-1(0.25X0.40) VP-1(0.25X0.40) VA-2(0.25X0.20) LOSA DE ESCALERA VP-2(0.25X0.40) VP-1(0.25X0.40) C-2 C ABAJO 1d1/2" ARRIBA Y VP-1(0.25X0.40) C-1 VACIO DE ESCALERA VP-1(0.25X0.40) 1d1/2" 1d1/2" 5 VP-2(0.25X0.40) C-2 VB-1(0.15X0.40 VP-1(0.25X0.40) VB-1(0.15X0.40 C-1 VP-2(0.25X0.40) VA-2(0.25X0.20) C-2 5 1d1/2" 1d1/2"+1d3/8" 1d1/2" 5 VP-1(0.25X0.40) VP-2(0.25X0.40) C-2 C-1 5 1d1/2" 5 VP-1(0.25X0.40) C-1 VP-1 C-2 VIGUETAS CRUZAN 5 5 5 5 1d1/2" CONTINUA VP-1 ALIGERADO PRIMER PISO S/C=300 KG/M2 ALIGERADO SEGUNDO PISO S/C=300 KG/M2 ALIGERADO TERCER Y CUARTO PISO S/C=300 KG/M2 4d5/8"+2d1/2" d3/8",1@0.05 8@0.10,Rto.@0.20 0.40 8@0.10,Rto.@0.20 d1/4",1@0.05 6d1/2" 5 VP-3(0.25X0.40) 8@0.10,Rto.@0.20 d1/4",1@0.05 6d1/2" VP-4(0.15X0.40) \A1;0.15 5 0.40 8@0.10,Rto.@0.20 d3/8",1@0.05 6d5/8" 5 d5/8" d5/8" VP-5(0.25X0.40) VB-1(0.15X0.40) \A1;0.15 6d1/2" d1/4",1@0.05 8@0.10,Rto.@0.20 5 5 5 VA-1(0.15x0.30) 5 4d1/2" d1/4",1@0.05 5@0.10,Rto.@0.20 8@0.10,Rto.@0.20 d1/4",1@0.05 5d1/2" VA-2(0.25X0.20) 5 5 \A1;3.30 \A1;0.25 \A1;2.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.00 \A1;8.00 \A1;0.15 \A1;0.15 \A1;4.55 \A1;0.15 \A1;3.00 \A1;8.00 \A1;0.15 \A1;3.20 \A1;3.15 \A1;2.15 \A1;2.72 \A1;2.50 \A1;1.00 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.15 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.95 \A1;2.72 \A1;2.85 \A1;2.44 \A1;0.20 \A1;1.11 \A1;0.15 \A1;2.55 \A1;0.15 \A1;5.55 \A1;9.45 \A1;2.50 \A1;2.50 \A1;0.20 \A1;0.15 \A1;2.70 \A1;0.20 \A1;0.15 \A1;2.70 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.15 \A1;0.15 \A1;3.20 \A1;2.70 \A1;4.65 \A1;4.40 \A1;4.60 \A1;0.15 \A1;16.50 \A1;20.00 \A1;0.15 \A1;2.00 \A1;1.95 \A1;0.85 \A1;0.85 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\A1;0.90 \A1;1.65 \A1;1.00 5 0.80X2.20 TERCER Y CUARTO C BALCON SEGUNDO PISO GERENCIA PRIMER PISO 5 JARDINERA 5 5 1.00X2.20 5 5 1 2 1.00X2.20 C 5 1.00X2.20 5 DORMITORIO DORMITORIO S.H S.H OIFICINA C 0.75x2.20 DORMITORIO S.H 0.90X2.20 33 34 DORMITORIO HALL 30 31 32 0.75X2.20 0.90X2.20 S.H 0.75x2.20 DORMITORIO S.H 0.90x2.20 39 37 38 40 26 27 S.H 0.75x2.20 0.75x2.20 OFICIO 1.00X2.20 SALA COMEDOR COCINA PATIO DE SERVICIO 0.75x2.20 0.75x2.20 LAVANDERIA 0.80x2.20 0.80x2.20 0.90x2.20 0.75X2.20 S.H DORMITORIO DORMITORIO 0.90x2.20 DORMITORIO DORMITORIO 0.90x2.20 0.90x2.20 C DORMITORIO 0.75X2.20 S.H 0.90x2.20 0.90x2.20 0.90x2.20 0.90x2.20 DORMITORIO 0.80x2.20 S.H.H C 0.90X2.20 HALL 0.75X2.20 17 16 14 12 11 10 7 18 19 23 24 RESTAURANTE N=+0.15 5 6 7 8 17 CAJA C PATIO 0.80x2.20 COCINA DEPOSITO 0.75x2.20 0.75x2.20 S.H.M 0.80x2.20 0.90x2.20 C C S.H 0.75X2.20 S.H 5 5 5 5 5 5 5 5 5 5 V1 V2 PROYECCION DE CISTERNA 2.00X2.60X2.85 PROYECCION DE TRAGALUZ V3 0.60x2.20 V3 JARDINERA V4 V5 V6 V7 V8 V9 V10 V11 V12 V13 V14 V15 1.10X2.20 BAR PASADIZO N=+3.05 N=+3.05 V6 V7 V8 V9 V16 V9 V11 V12 V13 TECHO BAJO V15 V14 V15 5 5 5 5 N=+0.15 5 5 5 N=+3.05 CORTE B - B 5 5 5 ELEVACION PRINCIPAL 2.72 2.50 N=+8.45 N=+5.75 5 5 5 5 5 N=+0.15 5 N=+3.05 N=+5.75 5 5 5 N=+8.45 5 5 1.95 2.72 2.85 CORTE A - A N=+0.18 5 5 5 5 5 5 5 5 5 5 5 5 C C 5 5 5 5 5 5 5 5 5 5 C 5 5 5 \A1;0.15 \A1;0.15 \A1;0.15 5 5 5 \A1;0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PISO TIPICO 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 C 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 N=+5.75 5 5 5 3 TIPO ANCHO ALFEIZAR ALTO V1 0.25 V2 V4 V3 V8 V7 V6 V5 V11 V10 V9 V16 V15 V14 V13 V12 V17 0.60 0.60 0.70 2.95 0.90 1.75 2.00 1.55 1.55 0.90 1.10 0.75 0.90 2.75 1.50 4.40 1.30 0.40 1.30 0.40 0.40 0.40 1.30 1.20 1.30 1.30 1.30 0.40 2.52 1.92 0.40 1.20 1.20 1.00 1.90 1.00 1.90 1.90 1.90 1.00 1.10 1.00 1.00 1.00 1.90 0.00 0.60 2.00 1.10 1.10 CUADRO DE VANOS 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\A1;4.40 \A1;1.375 \A1;2.95 \A1;3.675 \A1;4.65 \A1;1.375 \A1;1.00 \A1;1.20 \A1;8.00 \A1;20.00 \A1;8.00 \A1;8.70 \A1;2.05 \A1;16.35 \A1;20.00 \A1;13.85 \A1;3.10 \A1;20.00 \A1;2.80 \A1;1.05 \A1;0.25 \A1;0.15 \A1;0.15 \A1;3.50 \A1;0.15 \A1;0.50 \A1;1.25 \A1;0.15 \A1;0.15 \A1;0.50 \A1;2.60 \A1;2.00 \A1;0.15 \A1;0.15 \A1;2.60 \A1;3.50 \A1;2.50 \A1;2.60 \A1;0.15 \A1;1.50 \A1;4.55 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.70 \A1;0.85 \A1;0.85 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.95 \A1;2.80 \A1;3.20 \A1;4.85 \A1;2.10 \A1;0.15 \A1;0.15 \A1;0.95 \A1;0.15 \A1;2.50 \A1;1.65 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;2.15 \A1;0.15 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.85 \A1;2.90 \A1;0.15 \A1;3.15 \A1;2.75 \A1;0.90 \A1;4.15 \A1;1.85 \A1;2.00 \A1;3.00 \A1;0.15 \A1;8.00 \A1;3.20 \A1;2.00 \A1;0.15 \A1;1.00 \A1;3.30 \A1;1.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.95 \A1;0.15 \A1;0.15 \A1;2.10 \A1;2.50 \A1;3.20 \A1;4.85 \A1;0.15 \A1;1.20 \A1;3.15 \A1;0.15 \A1;2.60 \A1;2.00 \A1;3.70 \A1;4.60 \A1;2.05 \A1;0.15 \A1;0.15 \A1;2.80 \A1;3.50 \A1;1.25 \A1;2.45 \A1;0.15 \A1;0.15 \A1;2.50 \A1;0.15 \A1;1.50 \A1;2.15 \A1;2.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.60 \A1;0.15 \A1;2.35 \A1;2.35 \A1;2.15 \A1;1.20 \A1;2.10 \A1;4.75 \A1;4.40 \A1;2.90 \A1;4.75 \A1;4.65 \A1;2.90 \A1;20.00 \A1;0.70 \A1;0.60 \A1;0.60 0.20 DETALLE TIPICO DE ALIGERADO H=0.20 0.30 0.10 0.10 0.30 0.10 0.10 0.30 0.20 0.15 d1/4"@0.25 TEMPERATURA (DOBLAN 0.15 EN EXTREMOS) 0.05 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 DETALLE TIPICO DE ANCLAJE DE VIGAS DE AMARRE (PLANTA) -1.0 -147.6201563102808 -147.6201563102808 INDICADOS -147.6201563102808 -147.6201563102808 -147.6201563102808 d1/4"INDICADOS -147.6201563102808 -147.6201563102808 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.75 \A1;1.00 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;1.00 \A1;0.40 \A1;4.00 \A1;1.00 \A1;4.15 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.20 \A1;0.40 \A1;0.40 \A1;1.85 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.75 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.25 \A1;1.00 \A1;0.50 \A1;1.30 \A1;0.50 \A1;1.10 \A1;1.30 \A1;0.50 \A1;1.10 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.10 \A1;0.50 \A1;1.10 \A1;1.30 \A1;1.10 \A1;0.50 \A1;0.75 \A1;1.00 \A1;1.10 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.10 \A1;0.50 \A1;1.20 \A1;1.20 \A1;0.40 \A1;0.40 \A1;0.25 5 5 5 5 5 5 13.84999999999999 16.34832712928605 CIMENTACION 0.1500000000000057 2.75 0.8999999999998636 4.149999999999977 CAJA 2.0 RESTAURANTE NFP=+0.10 S.H.H 1.949999999999932 3.0 2.0 0.8500000000000512 0.8499999999999943 0.1500000000000057 0.1500000000000057 0.1500000000006025 1.699999999999335 0.1500000000000057 0.1500000000000057 0.1500000000000057 3.199999999999989 PATIO 1.999999999999943 0.8999999999999773 DEPOSITO S.H.M 0.1516728707139521 1.000000000000085 COCINA 4.549999999999983 0.1500000000000057 0.1500000000000057 0.1500000000000057 5 NFP=+0.25 5 CORTES DE CIMENTACION \A1;0.15 5 CC-1 NC=-1.20 \A1;0.15 AISLAMIENTO JUNTA DE 2" SISMICO 5 NC=-1.20 CC-2 NC=-1.20 5 5 NFP=+0.25 5 CC-3 NFP=+0.25 5 Z-1 TIPO d1/2"@0.15 d DIMENSIONES 1.00X1.20 CUADRO DE ZAPATAS NC=-1.20 ; H=0.80 NIVEL DE CIMENTACION CONCRETO DEL TIPO f'c=100 Kg/cm2 CONCRETO DEL TIPO f'c=210 Kg/cm2 CONCRETO DEL TIPO f'c=210 Kg/cm2 CONCRETO DEL TIPO f'c=210 Kg/cm2 CONCRETO DEL TIPO f'c=210 Kg/cm2 ACERO DEL TIPO fy=4200 Kg/cm2 ACERO DEL TIPO fy=4200 Kg/cm2 f'b (ALBAÑILERIA) TIPO V 9x14x23 kk f'm (MORTERO) TIPO P1; C:A-1:4 e=1.00cm. 5.- CONSIDERAR UNA JUNTA SÍSMICA DE 5.0 cm. EN LOS LINDEROS CON LA PROPIEDAD VECINA SEGÚN NORMAS VIGENTES DEL REGLAMENTO NACIONAL DE CONSTRUCCIONES 4.- LA ESTRUCTURA HA SIDO DISEÑADA PARA 4 PISOS, LOSA ALIGERADA CON SOBRECARGA DE 300 Kg/cm2 y 200 Kg/cm2 EN LA AZOTEA 3.- EN CASO SE OBSERVE LA PRESENCIA DE ARCILLAS EXPANSIVAS, CONSULTAR AL PROYECTISTA. 2.- USAR CEMENTO TIPO II PARA LOS CIMIENTOS Y SOBRECIMIENTOS EN CASO SE OBSERVE PRESENCIA DE SALES MODERADAS. 1.- NO SE CIMENTARÁ SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL,DESMONTE RELLENO SANITARIO DE ARCILLA. POR ELLO EL NIVEL DE CIMENTACION SERA HASTA HALLAR LA PRESENCIA DE HORMIGON (CASCAJO) PRESENTE UN SUELO CONSTITUIDO POR CASCAJO LIMPIO EXCENTO ESTA PRESION ADMISIBLE INDICA QUE EL NIVEL DE CIMENTACION RESISTENCIA VERIFICAR EN OBRA Wt = 4.00 Kg/cm2 NOTAS: CONCRETOS PLACAS COLUMNAS VIGAS EN GENERAL LOSAS T ALIGERADOS ACERO FIERRO CORRUGADO FIERRO LISO FALSO PISO Y SOLADOS 45 Kg/cm 180 Kg/cm 2 2 3.5cm. LIBRE AL ESTRIBO 4.0cm. LIBRE AL ESTRIBO Vigas Peraltada = 4.0cm. Vigas Chatas = 3.0cm. El Diámetro de las Varillas de 3/8" será de 9.6mm. y no se admitirá reemplazo por varillas de 8mm. de diámetro. será reemplazado por varillas 1/4" será de 6.3mm. y no El Diámetro de las Varillas de de menor diámetro; pero sí por varillas de 5mm. de diam. ESPECIFICACIONES TECNICAS RECUBRIMIENTOS 2.0cm. d1/2"@0.15 5 .25 3º Y 4º TRAMO ESCALERA B S/C=400Kg/m2 d3/8"@0.30 5 5 \A1;0.10 d1/2"@0.20 d3/8"@0.20 d3/8"@0.20 5 0.30 S/C=400Kg/m2 1 Y 3º TRAMO ESCALERA B 5 2 11 d3/8"@0.15 1 d1/2"@0.15 5 4 3 7 6 5 0.30 5 5 5 5 5 d3/8"@0.20 d3/8"@0.20 X 5 ABAJO ARRIBA Y 5 5 d3/8"@0.20 d3/8"@0.20 5 X 5 5 5 2d1/2" 5 5 5 SOLADO C:H-1:8 5 5 5 TÍPICO d3/8"@0.20 DETALLE DE CISTERNA CORTE X - X 5 d3/8"@0.20 0.30 TIP. 5 TÍPICO TÍPICO d3/8"@0.15 d3/8"@0.20 TÍPICO d3/8"@0.20 TÍPICO d3/8"@0.20 TÍPICO CISTERNA TÍPICO d3/8"@0.15 0.30 TIP. d3/8"@0.20 TÍPICO 5 EMPALMES EN LOSAS Y VIGAS 0.90 1" 0.70 0.60 0.50 0.40 0.30 L (cm) 3/4" 5/8" 1/2" 3/8" 1/4" d L EMPALMES EN COLUMNAS 0.40 0.50 0.60 0.70 L (cm) 3/4" 5/8" 1/2" 3/8" d 0.90 1" L EN COLUMNAS Y VIGAS ESTRIBOS TIPICOS .125 .10 .075 PARAd1/4" PARAd3/8" PARAd1/2" EN ZAPATA ANCLAJE DE COLUMNA ARMADURA (VER PLANTA) \A1;0.20 \A1;0.20 ADICIONALES N=± 0.00 5 N.F.P d3/8",1@0.05 4@0.10,R@0.20 NC=-1.20 \A1;0.10 \A1;0.07 \A1;0.70 \A1;0.10 EN CIMIENTO Y VIGA ANCLAJE DE COLUMNA \A1;0.10 5 5 0.05 4@0.10 \A1;0.20 5 5 5 5 4@0.10,R@0.20 d3/8",1@0.05 5 5 0.05 0.10 0.10 0.10 0.10 0.20 Y ANCLAJE DE VIGAS EN COLUMNAS DETALLES DE CONCENTRACION DE ESTRIBOS CUADRO DE COLUMNAS INDICADO EN 5 INDICADO EN CUADRO DE COLUMNAS INDICADOS 2 ADICIONALES VIGA ESP. DE INDICADO 5 ADICIONALES 2 INDICADOS COLUMNAS CUADRO DE INDICADO EN 5 INDICADOS INDICADO ESP. DE VIGA ADICIONALES 2 5 d3/8"@0.30 5 d1/2"@0.15 5 5 5 2 1 7 6 d3/8"@0.30 5 5 \A1;0.10 5 NFP d3/8"@0.15 S/C=400Kg/m2 ESCALERA A 1º TRAMO 5 9 8 d1/2"@0.15 d3/8"@0.30 5 5 13 12 11 e=0.15 d3/8"@0.15 5 5 17 16 15 14 d1/2"@0.15 5 5 5 5 5 5 5 5 PLANTA CISTERNA d 3/8" @ 0.20 6d5/8" C - 2 0.25x0.40 TIPO SECCION GRAFICA SECCION ARMADURA 6d5/8"+2d1/2" 0.25x0.40 d 3/8" @ 0.20 ESTRIBOS d C - 1 0.15 CUADRO DE COLUMNAS d 1/4" @ 0.20 4 d 1/2" 0.15X0.30 C - 4 d 3/8" @ 0.20 4d5/8" 0.25x0.25 C - 3 0.30 CC-2 C 6 4.725 3.275 E A 5 CC-1 CC-1 CC-1 CC-1 CC-2 CC-1 CC-2 CC-3 CC-2 0.25 0.40 0.25 0.25 CC-2 CC-3 CC-3 C-4 C-4 C-2 C-1 3.30 4.40 1.375 5 3.675 4.65 1.375 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-3 C-2 E D B A 4 3 2 1 1 3 4 Z-1 Z-1 Z-1 Z-1 Z-1 5 5 CIMIENTO DE ESCALERA 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 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 C-2 C-1 C-1 C-1 5 Z-1 C-1 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 5 5 5 5 5 5 5 5 5 5 5 Z-1 Z-1 VEREDA ±0.00 NIVEL DE Z-1 CC-3 CC-3 Z-1 Z-1 CC-2 CC-2 CC-3 CC-1 CC-2 CC-3 Z-1 CC-3 CC-2 CC-3 Z-1 Z-1 CC-3 CC-1 CC-2 CC-3 Z-1 Z-1 CC-1 CC-1 4.75 4.40 2.90 4.75 2 4.65 2.90 5 6 5 VARIABLE VARIABLE 5 NPT 5 5 0.25 0.40 5 5 5 5 \A1;0.15 \A1;0.15 ALIGERADO SEGUNDO PISO S/C=300 KG/M2 5 5 5 VP-2(0.25X0.40) DOBLE VIGUETA VP-2(0.25X0.40) VP-2(0.25X0.40) VP-2(0.25X0.40) C VA-2(0.25X0.20) VP-5(0.25X0.40) E VP-2(0.25X0.40) 1d1/2" VP-1(0.25x0.35) 5 5 5 5 0.80 5 C-1 2d1/2" 3d1/2" C-2 DOBLE VIGUETA VP-2(0.25X0.40) 5 1 d3/8",1@0.05,9@0.10,1@0.15 Rto.@0.25 5 5 C-1 ALIGERADO PRIMER PISO S/C=300 KG/M2 1 2d5/8" 1d1/2" 2d5/8" C-3 DOBLE VIGUETA VP-2(0.25X0.40) 2d5/8" C-1 VP-1(0.25X0.40) VB-1(0.15X0.40 VA-2(0.25X0.20) VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) 5 1d1/2" 5 1d1/2" VP-1(0.25X0.40) VP-1(0.25X0.40) C-1 C-2 VP-2(0.25X0.40) A B 5 5 1d3/8" VP-1(0.25X0.40) VP-1(0.25X0.40) C-1 B C-2 5 5 VP-2(0.25X0.40) 1d3/8" C VP-1(0.25X0.40) C-1 VP-4(0.15X0.40) C-3 DOBLE VIGUETA VP-2(0.25X0.40) VP-2 VACIO DE ESCALERA 5 1d3/8" VP-3(0.25X0.40) VP-1(0.25X0.40) C-1 C-1 5 VP-2(0.25X0.40) VB-1(0.15X0.40 1d3/8" 1d1/2" VP-1(0.25X0.40) 1d3/8" 5 C-1 B 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1.10 C-1 C-1 C-2 5 1d1/2" 5 5 VP-1(0.25X0.40) VP-1 VP-2(0.25X0.40) VP-5(0.25X0.40) 1d3/8" 1d3/8" D 1d1/2"+1d3/8" C-1 1.10 VP-2(0.25X0.40) E 1d1/2" 5 VP-1 1d1/2"+1d3/8" C-4 5 5 C-1 C-1 C-2 5 5 5 1d1/2" VP-2(0.25X0.40) C VP-2(0.25X0.40) VP-1 1d1/2"+1d3/8" VA-2(0.25X0.20) 1d1/2" 1d1/2" C-1 VP-1(0.25X0.40) D C-1 VIGUETAS CRUZAN C-4 VA-1(0.15X0.30) C-4 C-2 VA-1(0.15X0.30) 5 VP-1 VP-1 C-1 5 5 ALIGERADO TERCER Y CUARTO PISO 5 5 2 d3/8",1@0.05,8@0.10,1@0.15 Rto.@0.25 2 2d5/8" 2d5/8" DOBLE VIGUETA VP-2(0.25X0.40) C-3 C-2 1d1/2" C-1 C-1 5 VP-1 CORTE 1 - 1 5 CONTINUA C-2 VP-2(0.25X0.40) DOBLE VIGUETA 5 d5/8" d5/8" S/C=300 KG/M2 C-1 C-3 VP-2(0.25X0.40) DOBLE VIGUETA 5 5@0.10,Rto.@0.20 4d1/2" d1/4",1@0.05 VA-1(0.15x0.30) d1/4",1@0.05 5d1/2" 8@0.10,Rto.@0.20 5 VP-3(0.25X0.40) VA-2(0.25X0.20) VP-1(0.25X0.40) VP-1(0.25X0.40) VB-1(0.15X0.40 VP-1(0.25X0.40) VP-1(0.25X0.40) VP-1(0.25X0.40) VA-2(0.25X0.20) 5 CRUZAN LOSA DE ESCALERA VP-2(0.25X0.40) VP-1(0.25X0.40) C-2 C VIGUETAS C-1 VP-1(0.25X0.40) ABAJO 1d1/2" ARRIBA Y VP-1(0.25X0.40) C-1 VACIO DE ESCALERA VP-1(0.25X0.40) 1d1/2" 1d1/2" 5 VP-2(0.25X0.40) C-2 VB-1(0.15X0.40 C-1 VP-1(0.25X0.40) VP-1(0.25X0.40) VB-1(0.15X0.40 C-1 C-2 VP-1(0.25X0.40) VP-2(0.25X0.40) C-1 VP-1(0.25X0.40) ARRIBA Y 1d1/2" ABAJO C VP-2(0.25X0.40) LOSA DE ESCALERA C-2 5 1d1/2" 1d1/2" VP-1(0.25X0.40) B 1d3/8" VA-2(0.25X0.20) VP-2(0.25X0.40) C-1 VB-1(0.15X0.40 VP-1(0.25X0.40) VB-1(0.15X0.40 VP-2(0.25X0.40) VACIO DE ESCALERA VP-2(0.25X0.40) VA-2(0.25X0.20) C-2 5 1d1/2" 1d1/2"+1d3/8" 1d1/2" 5 VP-1(0.25X0.40) VP-2(0.25X0.40) C-2 CRUZAN VIGUETAS C-1 VP-1(0.25X0.40) C-1 C-1 5 1d1/2" 5 VP-1(0.25X0.40) C-1 VP-1 C-2 C-1 VP-1 C-2 5 1d1/2" VP-1(0.25X0.40) 1d1/2" 5 C-2 D VP-5(0.25X0.40) C VP-2(0.25X0.40) C-1 VP-1(0.25X0.40) 5 1d1/2" 5 C-1 VP-2(0.25X0.40) 1d1/2"+1d3/8" VA-2(0.25X0.20) VP-2(0.25X0.40) C-2 VP-2(0.25X0.40) E VP-1 5 0.40 8@0.10,Rto.@0.20 CORTE Q-Q D-1(0.15x0.20) 0.40 0.40 d3/8",1@0.05 8@0.10,Rto.@0.20 8@0.10,Rto.@0.20 d3/8",1@0.05 4d5/8"+2d1/2" 6d5/8" VP-5(0.25X0.40) d5/8" d5/8" 5 5 d5/8" d5/8" VP-2(0.25X0.40) VB-1(0.15X0.40) 6d1/2" d1/4",1@0.05 8@0.10,Rto.@0.20 d1/4",1@0.05 6d1/2" VP-3(0.25X0.40) 5 2d3/8" d1/4",1@0.05,Rto.@.015 VARIABLE 5 DINTEL TIPICO(0.15x0.20) 5 5 Q Q VP-4(0.15X0.40) 5 6d1/2" d1/4",1@0.05 8@0.10,Rto.@0.20 5 5 CORTE Q-Q D-2(0.25x0.20)

Language	Spanish
Drawing Type	Detail
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartment, autocad, building, condo, construction, constructive, cuts, DETAIL, details, DWG, eigenverantwortung, Family, group home, grup, Housing, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, sizing, specifications