2 Rooms Harrow Of Ha DWG Block for AutoCAD

2 Rooms Harrow Of Ha DWG Block for AutoCAD

Classrooms; stands; Reinforced concrete structure – electrical installations;

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

slab type cut, unscaled, pomez relief, reinforcing steel, in the slab of terrace will be placed steel for contraction temperature, sheet of irons, dimensions, length, kind, total, cut, chains, plinths, columns, plinth, unscaled, mooring chain, foundation, mooring chain, stirrup mc, reinforcing steel, scale, cimentacion plant, Location, plinth, section, height, plinth box, kind, plinth type, plinth type, lower levels, Location, upper level, column table, lower levels, Location, upper level, stirrups, armor, column, kind, kind, kind, hook detail, seismic, unscaled, mooring chain, detail column type, unscaled, slab, ground improvement, stone ball, improvement, soil, compacted soil, floor plan, scale, mooring chain, detail column type, unscaled, slab, ground improvement, stone ball, compacted soil, detail of wall brace, unscaled, cut, unscaled, replant, reinforcing steel, mooring chain, column, asx, asy, cut, unscaled, cm mc, cut, scale:, slab, scale, horizontal scale, longitudinal cross-section of beams, vertical scale, shaft beams, beam, shaft beams, cm mc, cut, scale:, low level, scale, classroom, stage, sidewalk, top floor, scale, front facade, scale, rear facade, scale, left side facade, scale, stage, cut to ‘, scale, concrete underlayment, cut, scale, ball, pvc pipe, ee connection. aa., c., aa.ll download., c., aa.ll download., electrical sanitary installations, scale, ball, electrical sanitary installations, scale, low level, top floor, weight, harrow, braces, wall, whips, sheet of irons, dimensions, length, kind, total, low level, axis, cut, weight, braces, in masonry, top floor, axis, braces, in masonry, Location:, total summary of reinforcement in kg, element, Technical specifications, total, total in, observations:, sheet of irons, dimensions, length, kind, total, slab, level, cut, weight, beams, beams, whips, axis, in the columns, before, breasts, chos, steps, beam, break, beam, break, braces, window, railing, column, rest beam, slab beam, axis, cut, scale, cut, scale, rest beam, rest beam, scale, rest beam, railing, each step, for handrails, iron on handrails, scale, concrete underlayment, wall brackets, column, slab, beam, underfloor, underfloor, column, sidewalk, block masonry, concrete, sidewalk, irons passed, zinc sheet, slab, beam, sidewalk, column, slab, beam, underfloor, column, sidewalk, irons passed, sidewalk, braces, in columns, braces, kind, kind, placement of irons, on the level letting irons pass, special masonry in the back, on the level letting irons pass, special masonry on the part of rest beam, hook detail, seismic, unscaled, placement of irons, mc irons, armed with handrails, scale, rest beam, rest beam, special masonry part, rear of building, steps, ledges, part, lead, special masonry part, rear of building, floor, approved, Location:, date:, scale:, structural design, contains:, draft:, design:, sheet:, block of classrooms h. armed but bleachers

Raw text data extracted from CAD file:

.9 x 2.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.40 CORTE TIPO DE LOSA SIN ESCALA alivianamiento pomez 15/20/40cm. 5 5 5 5 ACERO DE REFUERZO 5 0.05 5 5 5 EN LOSA DE TERRAZA SE COLOCARA ACERO PARA CONTRACCION Y TEMPERATURA \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;4.90 \A1;7.90 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.00 \A1;6.30 \A1;135.00 \A1;45.00 \A1;6.5 cm \A1;21.30 \A1;0.40 \A1;L/4 \A1;L/2 \A1;L/4 \A1;0.20 \A1;0.55 \A1;0.25 \A1;0.10 \A1;0.80 \A1;0.20 \A1;2.10 \A1;1.50 \A1;1.00 \A1;2.50 \A1;3.04 \A1;0.18 \A1;2.40 \A1;1.00 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.80 \A1;1.45 \A1;0.80 \A1;5.95 \A1;6.90 \A1;5.95 \A1;6.60 \A1;0.40 \A1;1.90 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.00 \A1;3.00 \A1;1.50 \A1;1.80 \A1;6.30 \A1;2.10 \A1;2.40 \A1;1.65 \A1;2.25 \A1;1.58 \A1;0.15 \A1;1.575 \A1;1.575 \A1;0.30 \A1;0.40 \A1;L/4 \A1;L/2 \A1;L/4 \A1;0.20 \A1;0.55 \A1;0.25 \A1;0.10 \A1;0.80 \A1;0.20 \A1;2.10 \A1;1.50 \A1;1.00 \A1;2.50 \A1;3.04 \A1;0.30 \A1;0.40 \A1;3.04 \A1;21 e \U+2205 8 @ 0.15 cm \A1;0.45 \A1;6.30 \A1;2.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;5.90 \A1;8.90 \A1;2.40 \A1;21.30 \A1;0.30 \A1;0.30 \A1;0.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.00 \A1;6.30 \A1;0.45 \A1;2.15 \A1;4.19 \A1;4.50 \A1;6.60 \A1;2.20 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.00 \A1;0.15 \A1;0.15 \A1;6.30 \A1;21.30 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;2.70 \A1;0.30 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.00 \A1;0.45 \A1;6.30 \A1;2.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;5.90 \A1;8.90 \A1;2.40 \A1;6.30 \A1;21.30 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;2.70 \A1;0.30 \A1;4.20 \A1;3.10 \A1;0.90 \A1;4.20 \A1;3.10 \A1;0.90 \A1;21.30 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;3.30 \A1;0.90 \A1;0.30 \A1;2.70 \A1;0.30 \A1;1.34 \A1;1.90 \A1;3.24 \A1;3.24 \A1;10.65 \A1;0.30 \A1;4.20 \A1;0.30 \A1;3.30 \A1;0.90 \A1;0.30 \A1;4.20 \A1;0.30 \A1;0.30 \A1;2.70 \A1;0.30 \A1;1.34 \A1;1.90 \A1;1.62 \A1;0.30 \A1;0.40 \A1;0.35 \A1;0.30 \A1;0.18 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.50 \A1;0,30 \A1;0,20 \A1;0.30 \A1;0.20 \A1;0.1 \A1;0.10 \A1;0.30 \A1;0.20 \A1;3.00 \A1;0.85 \A1;1.00 \A1;0.85 \A1;0.30 \A1;0.20 \A1;3.30 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.34 \A1;0.70 \A1;1.90 \A1;0.70 \A1;0.64 \A1;1.50 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.10 \A1;0.60 \A1;1.24 \A1;6.00 \A1;0.30 \A1;6.90 \A1;0.70 \A1;6.90 \A1;2.00 \A1;9.60 \A1;6.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.70 \A1;21.30 \A1;0.70 \A1;1.00 \A1;0.70 \A1;1.10 \A1;3.24 \A1;2.80 \A1;0.70 \A1;6.90 \A1;1.93 \A1;0.30 \A1;6.60 \A1;2.00 \A1;2.00 \A1;0.70 \A1;2.00 \A1;3.04 \A1;0.40 \A1;0.70 \A1;2.54 \A1;3.04 \A1;0.20 \A1;3.24 \A1;3.24 \A1;3.00 \A1;0.45 \A1;6.90 \A1;2.00 \A1;0.70 \A1;3.30 \A1;0.90 \A1;3.24 \A1;3.24 \A1;3.24 \A1;0.70 \A1;3.00 \A1;0.70 \A1;6.90 \A1;2.00 \A1;0.70 \A1;0.64 \A1;1.50 \A1;0.40 \A1;0.70 \A1;3.24 \A1;3.00 \A1;2.84 \A1;0.40 \A1;0.70 \A1;3.24 \A1;3.24 \A1;1.34 \A1;1.50 \A1;3.04 \A1;2.84 \A1;135.00 \A1;45.00 \A1;6.5 cm \A1;21.30 \A1;0.60 \A1;0.30 \A1;0.30 \A1;9.60 \A1;22.70 \A1;9.60 \A1;10.95 \A1;10.95 \A1;2.70 \A1;2.00 \A1;2.30 \A1;6.90 \A1;6.24 \A1;6.48 \A1;0.76 \A1;0.76 \A1;1.52 \A1;1.00 \A1;0.76 \A1;0.76 \A1;1.52 \A1;1.00 \A1;0.40 \A1;L/4 \A1;L/2 \A1;L/4 \A1;0.20 \A1;0.55 \A1;0.25 \A1;0.10 \A1;0.80 \A1;0.20 \A1;2.10 \A1;1.50 \A1;1.00 \A1;2.50 \A1;3.04 \A1;0.40 \A1;4.19 \A1;0.20 \A1;11.85 \A1;11.84 \A1;0.90 \A1;2.25 \A1;8.80 \A1;3.75 \A1;2.05 \A1;3.80 \A1;8.90 \A1;11.56 \A1;11.68 \A1;0.20 \A1;4.12 \A1;8.90 \A1;1.34 \A1;3.30 \A1;2.40 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.40 4Ø12 Mc.201 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4Ø12 Mc.202 4Ø12 Mc.203 5 5 24Ø12 Mc.200 2 1 A B C D E F 5 5 5 5 5 5 PLANILLA DE HIERROS DIMENSIONES Ø LONGITUD Mc EN a mm N.- TIPO g c b TOTAL CORTE CADENAS 561,60 696,00 PLINTOS I I 12 12 216 240 2.00 2.30 2.30 2.60 100 101 COLUMNAS 2*0.15 0.15 0.15 0.15 2*0.15 200 201 202 203 204 205 163.20 30.30 57.60 57.30 141.00 544.00 C L I L L O 12 12 12 12 12 8 24 6 6 6 12 680 6.50 4.90 9.60 9.40 11.60 2*0.15 2*0.10 6.80 5.05 9.60 9.55 11.75 0.80 PLINTO 400 401 402 403 404 415 12,90 9,00 21,00 27,60 26,10 25,20 I I L N I O 12 12 12 12 10 8 6 12 12 12 18 28 2.15 0.75 1.50 1.30 1.45 2*0.25 0.10 2*0.10 2*0.05 2,15 0,75 1,75 2,30 1,45 0,90 4Ø12 Mc.204 4Ø12 Mc.204 SIN ESCALA CADENA DE AMARRE CIMIENTO CADENA DE AMARRE ESTRIBO 1 d 8 Mc 205 ACERO DE REFUERZO 6 d 12 0.20 0.15 0.15 \A1;0.40 \A1;0.30 0.20 ESCALA 1:100 PLANTA DE CIMENTACION \A1;Dy 6 2.10 * 2.10 0.35 a b Dx AS Y AS X # UBICACION PLINTO SECCION ALTURA H CUADRO DE PLINTOS TIPO Plinto tipo p1_ c1 A1-B1-C1-D1-E1-F1 18 Mc 100 1 Ø 12 @ .15 18 Mc 100 1 Ø 12 @ .15 \A1;Dy 6 2.40 * 2.40 0.35 a b Dx Plinto tipo p2_ c2 20 Mc 101 20 Mc 101 A2-B2-C2-D2-E2-F2 1 Ø 12 @ .15 1 Ø 12 @ .15 Niv.Inferior UBICACION Niv.Superior CUADRO DE COLUMNAS Niv.Inferior UBICACION Niv.Superior ESTRIBOS ARMADURA COLUMNA TIPO N -1.50 Ø8c/10/20Mc300 4Ø14 Mc302 N +3.24 N +3.24 0.30 0.40 TIPO I-3 Ø8c/10/20Mc301 N -1.50 N +3.24 N +3.24 N +4.24 0.30 0.30 TIPO I-3 4Ø12 Mc303 4Ø14 Mc302 4Ø12 Mc303 A1-B1-C1-D1 A2-B2-C2-D2 A1-B1-C1-D1 A2-B2-C2-D2 135.00 DETALLE GANCHO SISMICO SIN ESCALA 45.00 6.5 cm 5 .20 CADENA DE AMARRE N+0.00 DETALLE COLUMNA TIPO SIN ESCALA 5 .20 LOSA N+3.24 e=d 8 @10cm L/4 L/2 e=d8 @20cm L/4 e=d 8 @10cm 5 5 5 5 5 5 2.10 5 5 5 MEJORAMIENTO SUELO PIEDRA BOLA 5 N +0.00 5 5 5 5 5 1 2 3 4 5 6 7 8 9 5 N +1.62 5 5 11Ø12@ .15 Mc.401 6Ø12@ .15 Mc.400 5 5 5 5 5 5 5 MEJORAMIENTO DE SUELO 5 RELLENO COMPACTADO SUELO NATURAL A B C D E F 5 5 16Ø12 Mc.500 16Ø12 Mc.501 16Ø12 Mc.501 16Ø12 Mc.501 7Ø12 Mc.501 6Ø12 Mc.502 10Ø12 Mc.500 32Ø12 Mc.506 37Ø12 Mc.505 16Ø12 Mc.503 5 5 5 7Ø12 Mc.503 E F 5 5 5 1 2 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 5 5 D D C C 5 5 5 5 1.575 1.575 5 PLANTA GRADA ESCALA 1:100 .20 CADENA DE AMARRE N+0.00 DETALLE COLUMNA TIPO I SIN ESCALA 5 .20 LOSA N+3.24 e=d 8 @10cm L/4 L/2 e=d8 @20cm L/4 e=d 8 @10cm 5 5 5 5 5 5 2.10 5 5 5 MEJORAMIENTO SUELO PIEDRA BOLA 5 RELLENO COMPACTADO SUELO NATURAL 0.30 0.40 5 21 e \U+2205 8 @ 0.15 cm DETALLE DE RIOSTRA DE PARED SIN ESCALA CORTE A-A SIN ESCALA REPLANTILLO HC fc=180kg/cm2 e=10cm Acero de refuerzo CADENA DE AMARRE COLUMNA ASX ASY H a DX 5 5 5 5 5 5 5 5 5 2 1 5 0.20 0.15 0.15 0.20 CORTE B-B' SIN ESCALA B B' A B C 3Ø14Mc512 L/3 eØ8@10Mc617 3Ø14Mc511 L/3 eØ8@20Mc617 2Ø14Mc510 D 1' 1 e @ 10 y 20 cm Mc 617 CORTE 1-1' Escala: 1:25 2Ø14 Mc 510 0.30 3Ø14 Mc 511 0.30 0.25 3Ø14 Mc 512 \A1;0.25 E F 5 5 5 5 5 L/3 eØ8@10Mc617 L/3 eØ8@10Mc617 L/3 eØ8@20Mc617 L/3 eØ8@10Mc617 L/3 eØ8@10Mc617 L/3 eØ8@20Mc617 L/3 eØ8@10Mc617 L/3 eØ8@10Mc617 L/3 eØ8@20Mc617 L/3 eØ8@10Mc617 2Ø14Mc509 L/3 eØ8@10Mc617 L/3 eØ8@20Mc617 L/3 eØ8@10Mc617 2Ø14Mc510 2Ø14Mc510 2Ø14Mc510 2Ø14Mc509 3Ø14Mc511 3Ø14Mc513 LOSA N+3.24 ESCALA 1:100 ESCALA HORIZONTAL 1:100 CORTE LONGITUDINAL Y TRANSVERSAL DE VIGAS N+3.24 ESCALA VERTICAL 1:25 VIGAS EJE 1,2 (30X30) VIGA 1 (30X30) VIGA 2 (30X30) VIGA A (30X40) VIGA B (30X40) VIGA C (30X40) VIGA D (30X40) VIGA E (30X40) VIGA F (30X40) 1 2 4Ø16Mc616 eØ8@10Mc618 2Ø16Mc616 eØ8@20Mc618 2' 2 5 eØ8@10Mc618 eØ8@10Mc618 2Ø16Mc614 5 4Ø16Mc615 5 VIGAS EJE A,B,C,D,E,F (40X30) e @ 10 y 20 cm Mc 618 CORTE 2-2' Escala: 1:25 5 5 5 9Ø12 Mc.504 5Ø12 Mc.507 32Ø12 Mc.508 2.20 300 301 302 303 304 305 2*0.25 2*0.35 O O L L L L 8 8 14 12 14 12 285 295 32 32 16 16 2*0.25 2*0.25 5,75 5,75 7,75 8,00 327,75 398,25 193,60 193,60 128,80 132,80 1,15 1,35 6,05 6,05 8,05 8,30 2*0.075 0.30 0.30 0.30 0.30 0.15 0.80 2*0.15 2 1 A B C D E F 5 5 5 5 5 5 5 2 1 5 5 PLANTA BAJA ESCALA 1:100 AULA 1 AULA 2 5 5 5 5 5 5 5 5 5 5 5 TARIMA N+0.30 ACERA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 1 A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1 5 5 PLANTA ALTA ESCALA 1:100 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N+5.04 N+3.24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA FRONTAL ESCALA 1:100 FACHADA POSTERIOR ESCALA 1:100 FACHADA LATERAL IZQUIERDA ESCALA 1:50 TARIMA N+0.30 CORTE A - A' ESCALA 1:100 CONTRAPISO DE HORMIGON CORTE I-I' ESCALA 1:50 A A' BALL BALL BALL BALL BALL BALL Tubería PVC 3"P=2% Tubería PVC 3" P=2% a a a a a a a a b b b b b c c c c M L s 2s s ACOMETIDA DE EE. AA. s C.R. DESCARGA DE AA.LL. C.R. DESCARGA DE AA.LL. INSTALACIONES ELECTRICAS Y SANITARIAS ESCALA 1:100 2 1 A B C D E F 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BALL BALL BALL BALL BALL BALL INSTALACIONES ELECTRICAS Y SANITARIAS ESCALA 1:100 PLANTA BAJA PLANTA ALTA 5 PESO (Kg) 561,60 696,00 144,92 26,91 51,15 50,88 125,21 214,88 129,46 157,31 233,87 171,92 155,59 117,93 GRADA 11,46 7,99 18,65 24,51 16,13 9,95 RIOSTRAS DE PARED 702 703 140,00 126,00 10 8 40 210 3,50 0,60 86,38 49,77 CHICOTES 1F 1F 1E 1E 1D 1D 1C 1C 1B 1B 1A 1A 2F 2E 2D 2C 2B 2A 900 901 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12 10 4 8 4 10 2 4 8 8 8 4 4 8 4 4 8 8 8 8 37 6 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 1,00 1,00 1,00 1,00 1,00 1,00 2.10 18.30 2,40 8,00 2,40 10,00 1,20 4,00 4,80 8,00 4,80 4,00 2,40 8,00 4,00 4,00 8,00 8,00 8,00 8,00 77.70 109.80 1,48 4,94 1,48 6,17 0,74 2,47 2,96 4,94 2,96 2,47 1,48 4,94 2,47 2,47 4,94 4,94 4,94 4,94 69.00 67.75 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 1,00 1,00 1,00 1,00 1,00 1,00 2.10 18.30 4Ø16 Mc 615 0.30 6Ø16 Mc 616 0.40 0.35 \A1;0.25 PLANILLA DE HIERROS DIMENSIONES Ø LONGITUD Mc EN a mm N.- TIPO g c b KG TOTAL 18,30 165,60 PLANTA BAJA I I 8 8 1 24 18,30 6,90 EJE2 EJE A,B,C, D,E,F CORTE PESO 7,23 65,41 RIOSTRAS EN MAMPOSTERIA 18,30 6,90 21,30 82,80 PLANTA ALTA I I 8 8 1 12 18,30 6,90 EJE2 EJE A,B,C, D,E,F 8,41 32,71 RIOSTRAS EN MAMPOSTERIA 21,30 6,90 UBICACION: 18mm 14mm 12mm 16mm 10mm 8mm RESUMEN TOTAL DE REFUERZO EN M Y KG 20mm ELEMENTO ESPECIFICACIONES TECNICAS TOTALES (KG) TOTAL EN M OBSERVACIONES: 8938,80 M 6841,81 KG 2847,70 3988,90 669,60 931,00 501,60 1124,84 3542,14 808,88 791,52 574,43 PLANILLA DE HIERROS DIMENSIONES Ø LONGITUD Mc EN a mm N.- TIPO g c b KG TOTAL 51,20 143,00 276,00 48,00 149,85 73,60 20,25 294,40 80,55 LOSA C C I C C C I I I 12 12 12 12 12 12 12 12 12 32 55 23 40 37 32 5 32 9 1,30 2,30 11,70 0,90 3,75 2,00 3,75 8,90 8,65 0,30 0,30 0,30 0,30 500 501 503 504 505 506 507 508 594 NIVEL +3.04 0,30 0,30 0,30 0,30 0,30 39,00 118,80 343,80 639,90 C C C O 16 16 16 8 12 24 36 474 2,55 4,25 8,85 0,50 3,25 4,95 9,55 1,35 614 615 616 618 0,70 0,70 0,70 2*0.075 CORTE PESO 1,60 2,60 12,00 1,20 4,05 2,30 4,05 9,20 8,95 45,47 126,98 245,09 42,62 133,07 65,36 17,98 261,43 71,53 VIGAS A,B,C VIGAS 1,2 N+3.24 N+3.24 0,70 61,54 187,47 542,52 252,76 C C C C O 14 14 14 14 8 8 16 12 12 320 1,65 3,00 12,00 12,00 0,50 1,80 4,45 10,00 1,00 1,15 509 510 511 512 518 0,50 0,50 0,50 0,50 2*0.075 0,50 14,40 71,20 120,00 12,00 368,00 17,40 86,01 144,96 14,50 145,36 CHICOTES I I I I I I I I I I I I I I I I I I I I I I I I I I I 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 4 7 4 4 4 6 2 5 4 2 4 4 8 2 11 4 8 2 16 4 8 4 15 6 37 12 12 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 1,50 1,30 0,70 2A 2A 2B 2B 2C 2C 2F 2F 2D 2D 2E 2E 1A 1A 1F 1F 1B 1B 1C 1C 1D 1D 1E 1E EJE 1 EJE 1 EJE 1 EN LAS COLUMNAS 4,00 4,20 4,00 2,40 4,00 3,60 2,00 3,00 2,40 2,00 2,40 4,00 4,80 2,00 6,60 4,00 4,80 2,00 9,60 4,00 4,80 4,00 9,00 6,00 55,50 15,60 8,40 2,47 2,59 2,47 1,48 2,47 2,22 1,23 1,85 1,48 1,23 1,48 2,47 2,96 1,23 4,07 2,47 2,96 1,23 5,92 2,47 2,96 2,47 5,55 3,70 34,24 9,63 5,18 N+3.04 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 0,60 1,00 1,50 1,30 0,70 ANTE N+3.24 PECHOS CHOS GRADAS N+0.00 30,25 12,50 16,00 48,00 34,00 62,70 25,50 25,60 48,00 36,50 16,00 25,60 35,00 27,50 20,40 72,80 21,60 12 12 10 10 12 12 12 10 10 12 10 10 12 12 12 8 10 11 10 10 15 10 11 10 16 15 10 10 16 10 10 4 28 18 2,55 1,05 1,60 3,20 2,15 3,25 2,35 1,60 3,20 2,40 1,60 1,60 3,30 2,55 410 411 404 405 412 409 413 404 405 408 404 404 406 407 414 415 415-1 26,86 11,10 9,87 29,62 30,19 55,68 22,64 15,80 29,62 32,41 9,87 15,80 31,08 24,42 18,12 28,76 13,33 2,75 1,25 1,60 3,20 3,40 5,70 2,55 1,60 3,20 3,65 1,60 1,60 3,50 2,75 5,10 2,60 1,20 L L I I M P L I I M I I C L 0,10 0,10 1,05 2,25 0,10 1,05 0,10 0,10 0,10 0,10 0,10 0,20 0,10 0,20 0,10 0,20 AL N+3.24 VIGA DESCANSO 14,40 30,80 12 8 4 28 3,30 2X0,15 414 415 12,79 12,17 3,60 1,10 C O 2X0,25 2*0,25 2*0.075 VIGA DESCANSO RIOSTRAS DE 9,60 7,20 23,80 18,70 9,60 7,20 23,80 18,70 10 10 8 8 10 10 8 8 2 2 28 22 2 2 28 22 2A-2B 2B-2C 2A-2B 2B-2C 2C-2D 2D-2E 2C-2D 2D-2E 5,92 4,44 9,40 7,39 5,92 4,44 9,40 7,39 4,80 3,60 0,85 0,85 4,80 3,60 0,85 0,85 VENTANA N+1,22 PASAMANOS COLUMNA N+4.24 COLUMNA N+4.24 5 5 VIGA DE DESCANSO 1 2 3 4 5 6 7 8 9 N +1.62 VIGA DE LOSA N +3.24 5 5 5 5 5 0,20 4 Ø 12mm Mc414 0,30 1Est. Ø 8mm @10y20cm Mc 415 5 5 EJE 1 0.1 0.10 5 5 CORTE C-C ESCALA 1:50 CORTE D-D ESCALA 1:50 VIGA DE DESCANSO E F 2Ø12Mc414 eØ8@10Mc415 2Ø12Mc414 eØ8@20Mc415 5 eØ8@10Mc415 5 5 5 VIGA DESCANSO ESCALA 1:50 G' G 1 2 3 4 5 6 7 8 5 5 VIGA DE DESCANSO N +0.00 5 9 PASAMANOS 1Ø10@ cada escalón para los pasamanos Mc 415-1 HIERRO EN PASAMANOS ESCALA 1:50 CONTRAPISO DE HORMIGON CONTRAPISO DE HORMIGON CONTRAPISO DE HORMIGON RIOSTRAS DE PARED 5 5 5 5 5 5 5 5 5 5 5 COLUMNA COLUMNA LOSA 5 5 5 5 VIGA N +0.00 CONTRAPISO N +3.24 CONTRAPISO COLUMNA 5 5 5 5 5 5 5 5 N +3.24 5 5 5 N +0.00 ACERA ACERA ACERA 1 2 6 Ø 10 MC 901 1 Ø 12 @ 30CM MC900 MAMPOSTERIA DE BLOQUE HORMIGON f'c=180Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ACERA HIERROS PASADOS PLANCHA DE ZINC 5 5 5 5 5 LOSA VIGA N +3.24 N +0.00 ACERA COLUMNA LOSA VIGA CONTRAPISO COLUMNA N +3.24 N +0.00 ACERA HIERROS PASADOS ACERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.24 3.00 5 5 5 5 5 5 5 5 5 5 3.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I I' RIOSTRAS EN COLUMNAS Y RIOSTRAS N -1.50 Ø8c/10/20Mc300 4Ø14 Mc304 N +3.24 N +3.24 0.30 0.40 TIPO I-3 Ø8c/10/20Mc301 N -1.50 N +3.24 N +3.24 0.30 0.30 TIPO I-3 4Ø12 Mc305 4Ø14 Mc304 4Ø12 Mc305 E1-F1 E2-F2 E1-F1 E2-F2 N +4.24 N +6.24 N +6.48 1' 1 COLOCACION DE HIERROS EN EL NIVEL 3.24 DEJAR PASANDO HIERROS DE GRADAS, RIOSTRAS, COLUMNAS, ANTEPECHOS, MAMPOSTERIA ESPECIAL EN LA PARTE DE ATRAS EN EL NIVEL 3.24 DEJAR PASANDO HIERROS DE GRADAS, RIOSTRAS, COLUMNAS, ANTEPECHOS, MAMPOSTERIA ESPECIAL EN LA PARTE DE ATRAS, VIGA DE DESCANSO 135.00 DETALLE GANCHO SISMICO SIN ESCALA 45.00 6.5 cm COLOCACION DE HIERROS MC 900 MC1035 L=1.00M A B C D E F MC1036 HIERROS MC 1036 HIERROS MC 1035 ARMADO DE PASAMANOS ESCALA 1:50 VIGA DE DESCANSO. VIGA DE DESCANSO MAMPOSTERIA ESPECIAL PARTE POSTERIOR DEL EDIFICIO N+0.00 I I I I I I I I I I I I I I I I I I I I I I D,E,F GRADAS N+3.24 136,80 80,40 61,20 12 12 12 24 24 24 3,25 2,15 2,35 409 412 413 121,48 71,40 54,35 5,70 3,35 2,55 P M L 2.25 1.05 0.10 0,10 0,10 0,20 0,10 0,20 AL N+6.48 0.10 0.20 ANTEPECHOS 36,40 85,20 10 10 28 4 1,00 21,30 1035 1036 22,46 52,57 L I 0.30 1.30 21.30 PARTE DELANTERA 900 901 10 10 4 8 0,60 1,00 2,40 8,00 1,48 4,94 0,60 1,00 I I MAMPOSTERIA ESPECIAL PARTE POSTERIOR DEL EDIFICIO N+3.24 2DO PISO APROBO: UBICACION: FECHA: ESCALA: DISEÑO ESTRUCTURAL CONTIENE: PROYECTO: DISEÑO: LAMINA: 2 de 3 BLOQUE DE 2 AULAS DE H. ARMADO MAS GRADAS ING. WILSON CHALCO R. 5 5 5 5 5 5 5 5 5 5 2*0.15 2*0.15 5 5 5 5 5 5 5 5 5 .20 CADENA DE AMARRE N+0.00 DETALLE COLUMNA TIPO I SIN ESCALA 5 .20 LOSA N+3.24 e=d 8 @10cm L/4 L/2 e=d8 @20cm L/4 e=d 8 @10cm 5 5 5 5 5 5 2.10 5 5 5 MEJORAMIENTO SUELO PIEDRA BOLA 5 RELLENO COMPACTADO SUELO NATURAL 0.40 5 COLUMNA N+4.24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE TIPO DE LOSA SIN ESCALA alivianamiento pomez 15/20/40cm. 0.40 0.10 0.40 0.10 ACERO DE REFUERZO 0.10 0.05 0.20 0.15 0.40 EN LOSA DE TERRAZA SE COLOCARA ACERO PARA CONTRACCION Y TEMPERATURA APROBO: UBICACION: FECHA: ESCALA: DISEÑO ESTRUCTURAL CONTIENE: PROYECTO: DISEÑO: LAMINA: 2 de 3 BLOQUE DE 2 AULAS DE H. ARMADO MAS GRADAS ING. WILSON CHALCO R. APROBO: UBICACION: FECHA: ESCALA: DISEÑO ESTRUCTURAL CONTIENE: PROYECTO: DISEÑO: LAMINA: 2 de 3 BLOQUE DE 2 AULAS DE H. ARMADO MAS GRADAS ING. WILSON CHALCO R.

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
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Tags	autocad, béton armé, block, classrooms, concrete, DWG, electrical, formwork, ha, harrow, installations, reinforced, reinforced concrete, rooms, schalung, stahlbeton, stands, structure