Structures Of An Educational Establishment DWG Detail for AutoCAD

Structures Of An Educational Establishment DWG Detail for AutoCAD

Structural drawings – columns – details – specifications – full

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

antonio blanco blasco, drawn, civil engineer c.i.p., antonio blanco blasco, design, scale, revisions, signature stamp, flat, draft, engineers, nnn, X and Z, draft, date, month ab, stretches, see on ceiling, see transverse, in plan, stretches, stretches, see on ceiling, see on ceiling, see transverse, in plan, see transverse, in plan, stretches, in plan, see transverse, see transverse, in plan, see on ceiling, in plan, see transverse, existing beam, until the roof is uncovered, keep propped up this bottom, detail, existing plate, existing, floor., detail, existing, existing plate, with teknoport., meeting, of existing beam., of plate that is born, fill seam, higher, iii, floor, floor, floor, higher, iii, diameter of the new., detail, until the roof is uncovered, keep propped up this bottom, detail, existing plate., elevated tank., applying epoxy., then anchor this, license plate, diameter greater than, drill, on existing board., of plate that is born anchoring, foundation between axes a ‘b’, cut, cut, cut, cut, existing, floor, column, floor, existing, iii, iii, existing, column table, existing, columneta only has, the height of the, box of columns, existing shoe, diameter greater than, then anchor this, applying epoxy., diameter of the new., drill, plate details, stretches, see on ceiling, see transverse, in plan, stretches, stretches, see on ceiling, see on ceiling, see transverse, in plan, see transverse, in plan, stretches, in plan, see transverse, see transverse, in plan, see on ceiling, in plan, see transverse, column, rest of columns, existing, details of confinements in columns, fc, wt view ground study, indicated, Specifications:, coatings:, flat beams, columns, plates, shoes, see in plant, flat location, note: stretch are existing, general project notes, the foundation on the first floor are existing, see location of columns plates in plan, see location of details of plates in flat plate plants, see location of columns of partitions in roofing plants, general project notes, zone, soil type, coefficients, building category, seismic expansion factor, reduction coefficients, basal cuttings, zvsc, displacements, of analysis, address, last level, displacements max., displacements max., relative between floor, siege details, typical elevation, foundation, n.f.p., foundation detail, foundation detail, of new partitions, antonio blanco blasco, drawn, civil engineer c.i.p., antonio blanco blasco, design, scale, revisions, signature stamp, flat, draft, engineers, nnn, X and Z, draft, date, month ab, overlap with existing wicks, they are born from ceiling beam, birth in, they are born from ceiling beam, of the floor detail, wicks, overlap with, floor, floor, existing wicks, overlap with, detail, wicks, overlap with, are born from existing plaque, floor, detail, they are born from ceiling beam, of the floor detail, floor, continue floor, continue floor, continue floor, ground floor, floor, higher, window opening on plate, detail, floor, license plate, higher, detail, on roof, grow board, floor, opening projection, see detail, floor, ground floor, roof elevated tank, detail, ceiling

Raw text data extracted from CAD file:

ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;1.20 \A1;1.20 \A1;.40 \A1;.40 \A1;.70 \A1;.70 \A1;.40 \A1;.15o.20 \A1;.50 \A1;.25 \A1;.15 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.40 \A1;.10 \A1;.20 \A1;.40 \A1;.25 \A1;.10o.12 \A1;.25 \A1;.20 \A1;.30 \A1;.15 \A1;.60 \A1;.50 \A1;.20 \A1;.30 \A1;.20 \A1;.15o.10 \A1;.70 \A1;.40 \A1;.05 \A1;6\U+22051/2" \A1;6\U+22051/2" \A1;.17 \A1;.20 \A1;.90 \A1;.20 \A1;.17 \A1;.20 \A1;.20 \A1;.17 \A1;.90 \A1;.20 \A1;.20 \A1;.17 \A1;.20 \A1;.90 \A1;.20 -5.049155594798322 3°, 5° y 7° TRAMOS -4.288291654146633 VER d EN TECHO VER d TRANSVERSAL EN PLANTA -4.288291654146633 6d1/2" 7d1/2" -5.049155594798322 7d1/2" 6d1/2" -4.288291654146633 E S C A L E R A 2 4°, 6° y 8° TRAMOS -4.288291654146633 7d1/2" 3/8"d:@.25 6d1/2" 7d1/2" 5°, 7° y 9° TRAMOS VER d EN TECHO -4.288291654146633 7d1/2" -4.288291654146633 7d1/2" 3/8"d:@.25 6d1/2" E S C A L E R A 1 VER d EN TECHO VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA -5.049155594798322 6d1/2" 3/8"d:@.25 -5.049155594798322 VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA 4°, 6° y 8° TRAMOS -5.049155594798322 6d1/2" -5.049155594798322 7d1/2" 6d1/2" EN PLANTA VER d TRANSVERSAL 3/8"d:@.25 -5.049155594798322 -4.288291654146633 VER d TRANSVERSAL EN PLANTA 6d1/2" VER d EN TECHO 7d1/2" -5.049155594798322 EN PLANTA VER d TRANSVERSAL \A1;.20 \A1;.20 \A1;.90 \A1;.17 \A1;.20 \A1;.17 \A1;.20 \A1;.17 \A1;.90 \A1;.20 \A1;.20 \A1;.17 \A1;.20 \A1;.20 \A1;.90 \A1;.65 \A1;.65 \A1;1.45 \A1;.70 o.60 \A1;.65 \A1;.50 \A1;.20 \A1;.65 \A1;JUNTA .025 \A1;.815 \A1;.70 \A1;.60 \A1;.40 \A1;.73 \A1;.60 \A1;.60 \A1;.70 \A1;.40 \A1;.73 \A1;.73 \A1;.60 \A1;.40 \A1;.29 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;@.10 \A1;.05 \A1;7@.10 \A1;Rto.@.25 \A1;7@.10 \A1;.05 \A1;@.15 \A1;.05 \A1;4@.10 \A1;Rto.@.25 \A1;4@.10 \A1;.05 \A1;@.15 \A1;.05 \A1;4@.10 \A1;Rto.@.25 \A1;4@.10 \A1;.05 \A1;@.15 \A1;.60 \A1;1.20 \A1;.05 \A1;.05 \A1;@.15 \A1;.05 \A1;.05 \A1;@.15 \A1;7@.10 \A1;7@.10 \A1;Rto.@.25 \A1;7@.10 \A1;7@.10 \A1;Rto.@.25 \A1;.90 \A1;.20 \A1;.20 \A1;.08 \A1;.08 \A1;.60 \A1;.10 \A1;.35 \A1;2.90 \A1;.40 \A1;.12 \A1;.075 \A1;.08 \A1;.15 \A1;.60 \A1;.10 \A1;.35 \A1;.50 \A1;.15 \A1;.25 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.15 5 5 5 1.737042557983273 2 2 1 1 VIGA EXISTENTE HASTA DESENCOFRAR EL TECHO DEL MANTENER APUNTALADO ESTE FONDO .70 o.60 5 DETALLE 1 PLACA EXISTENTE d EXISTENTE 3° PISO. 5 DETALLE 2 d EXISTENTE PLACA EXISTENTE 5 5 CON TEKNOPORT. JUNTA .025 DE VIGA EXISTENTE. d DE PLACA QUE NACE ( I ) 10d RELLENAR JUNTA d MAYOR d MAYOR ( II ) ( III ) ( IV ) 8d ( II ) 4d3/4"+6d5/8" .40x.70 2 3/8"d:@.25 10d3/4" .40x.70 ( I ) 2 3/8"d:@.25 10d3/4" ( I ) 2 3/8"d:@.25 5° PISO 2 3/8"d:@.25 .40x.70 4d3/4"+6d5/8" ( II ) .40x.70 4° PISO 2 3/8"d:@.25 4d3/4"+6d5/8" ( II ) 3° PISO 4d3/4"+6d5/8" ( II ) 2 3/8"d:@.25 d MAYOR d MAYOR ( II ) 2 3/8"d:@.25 .40x.70 4d3/4"+6d5/8" .40x.40 2 3/8"d:@.25 ( IV ) 10d3/4" .40x.70 2 3/8"d:@.25 4d3/4"+6d5/8" 10d3/4" 2 3/8"d:@.25 .40x.40 .40x.70 2 3/8"d:@.25 10d3/4" ( I ) ( II ) ( IV ) 2 3/8"d:@.25 10d3/4" ( II ) 2 3/8"d:@.25 4d1"+6d3/4" ( I ) 2 3/8"d:@.25 ( III ) 4d3/4"+4d5/8" 4d3/4"+6d5/8" ( II ) 2 3/8"d:@.25 DIAMETRO DEL d NUEVO. DETALLE 4 HASTA DESENCOFRAR EL TECHO DEL MANTENER APUNTALADO ESTE FONDO .815 DETALLE 3 PLACA EXISTENTE. TANQUE ELEVADO. APLICANDO EPOXICO. LUEGO ANCLAR ESTE d 5 V-7 NIV.+17.26 PLACA 5 ESC.1/50 2d5/8" DIAMETRO 1/8" MAYOR AL PERFORAR CON BROCA DE EN PLACA EXISTENTE. d DE PLACA QUE NACE ANCLANDO 2d3/4" 2d3/4" CIMENTACION (AMPLIACION ENTRE EJES A' Y B' ) 1.737042557983273 6d1/2" 1.737042557983273 N.F.Z.=-1.20 H=.60 B' 1.737042557983273 3 0.0359723238460674 N.F.P.=+.13 2 6d1/2" 0.0359723238460674 3 3 3 1.737042557983273 1.737042557983273 1.737042557983273 1 2 2 2 2 2 5 4 CORTE 1-1 5 4 5 N.F.Z.=-1.20 Niv.=-.76 5 5 CORTE 2-2 5 CORTE 3-3 5 5 1d3/8" N.F.Z.=-1.20 5 1d3/8" N.F.Z.=-1.20 5 CORTE 4-4 5 5 1d3/8" N.F.P.=+.13 .40x.70 .40x.70 4d1"+6d3/4" ( II ) 2 3/8"d:@.25 EXISTENTE P2 2° PISO .40x.70 2 3/8"d:@.25 ( I ) 10d3/4" .40x.70 COLUMNA PISO 1° PISO EXISTENTE P1 2 3/8"d:@.25 .40x.70 2 3/8"d:@.25 4d1"+6d3/4" .40x.70 .40x.70 ( II ) 2 3/8"d:@.25 ( II ) .40x.40 2 3/8"d:@.25 ( III ) .40x.70 4d1"+6d3/4" .40x.40 4d3/4"+4d5/8" ( III ) 2 3/8"d:@.25 .40x.70 2 3/8"d:@.25 ( I ) ( II ) 4d3/4"+6d5/8" .40x.70 10d3/4" .40x.70 EXISTENTE EXISTENTE P3 .40x.40 4d3/4"+4d5/8" P5 P4 CUADRO DE COLUMNAS EXISTENTE EXISTENTE P6 P7 N.F.Z.=-1.46 H=.70 N.F.Z.=-1.20 A' 1 N.F.P.=+.74 H=.60 5 N.F.P.=+.13 N.F.P.=+.13 d3/8:@.15 d3/8:@.25 5 d3/8:@.25 N.F.P.=+.13 N.F.P.=+.78 5 N.F.P.=+1.58 d3/8:@.25 5 N.F.P.=+.78 43.32050366608001 5 .10 5 5 5 (ESTA COLUMNETA SOLO TIENE 1/4"d@:.25 4d3/8" Pa 4d1/2" 1/4"d@:.25 Pb LA ALTURA DEL PARAPETO.) 4d3/8" 1/4"d@:@.25 Pc 2 1/4"d@:@.25 6d1/2" Pd Pe 1/4"d@:.25 3d3/8" 4d1/2" 1/4"d@:.25 Pf 5 5 5 5 5 5 (VER ARQUITECTURA) (VER ARQUITECTURA) 5 5 5 .10o.12 5 ( + )1/4"d@:.25 4d1/2"+1d3/8" 5 Ph 1/4"d@:.25 2d3/8" Pg 1d3/8" 2 1/4"d@:1@.05;Rto.@.25 5 6d1/2" Pi ( + )1/4"d@:.25 Pj 5 6d3/8"+1d3/8" 5 5 5 .15o.10 CUADRO DE COLUMNETAS \A1;.70 5 ZAPATA EXISTENTE DIAMETRO 1/8" MAYOR AL LUEGO ANCLAR ESTE d APLICANDO EPOXICO. DIAMETRO DEL d NUEVO. PERFORAR CON BROCA DE DETALLES DE PLACAS 1d3/8" 5 3°, 5° y 7° TRAMOS 5 VER d EN TECHO VER d TRANSVERSAL EN PLANTA 5 6d1/2" 7d1/2" .17 7d1/2" 6d1/2" 5 E S C A L E R A 2 4°, 6° y 8° TRAMOS .17 7d1/2" 3/8"d:@.25 6d1/2" 7d1/2" 5°, 7° y 9° TRAMOS VER d EN TECHO 5 7d1/2" .17 7d1/2" 3/8"d:@.25 6d1/2" E S C A L E R A 1 VER d EN TECHO VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA 5 6d1/2" 3/8"d:@.25 5 VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA 4°, 6° y 8° TRAMOS 5 6d1/2" .17 7d1/2" 6d1/2" EN PLANTA VER d TRANSVERSAL 3/8"d:@.25 5 5 VER d TRANSVERSAL EN PLANTA 6d1/2" VER d EN TECHO 7d1/2" 5 EN PLANTA VER d TRANSVERSAL N.F.P.=+.13 @.10 5 7@.10 Rto.@.25 7@.10 5 @.15 5 4@.10 Rto.@.25 4@.10 5 @.15 5 4@.10 Rto.@.25 4@.10 5 @.15 N.F.P.=+4.76 N.F.P.=+7.76 o+10.76 o+13.76 5 5 COLUMNA P4 RESTO DE COLUMNAS 5 @.15 5 5 N.F.P.=+4.76 @.15 5 N.F.P.=+7.76 o+10.76 o+13.76 7@.10 7@.10 Rto.@.25 7@.10 7@.10 Rto.@.25 5 d EXISTENTE DETALLES DE CONFINAMIENTOS EN COLUMNAS P4 f'c = 210 Kg/cm2. fy = 4,200 Kg/cm2. Wt = 3.3 Kg/cm2. ( VER ESTUDIO DE SUELO ) S/C = INDICADA ESPECIFICACIONES: RECUBRIMIENTOS: ALIGERADO, LOSAS Y VIGAS CHATAS 2cm. COLUMNAS Y VIGAS PERALTADA PLACAS 4cm. ZAPATAS 8cm. 2cm. N.F.Z.=-1.20 5 5 VER d EN PLANTA 5 5 (VER UBICACION EN PLANO E-2) NOTA: 1° Y 2° TRAMO SON EXISTENTES NOTAS GENERALES DEL PROYECTO 1.- LA CIMENTACION Y EL PRIMER PISO SON EXISTENTES 2.- VER UBICACION DE COLUMNAS Y PLACAS EN PLANO E-3 3.- VER UBICACION DE DETALLES DE PLACAS EN PLANTAS DE PLACAS EN PLANO E-2 4.- VER UBICACION DE COLUMNETAS DE TABIQUES EN PLANTAS DE TECHOS NOTAS GENERALES DEL PROYECTO Z= 0.4 ZONA 3 S= 1 SUELO TIPO S1 - COEFICIENTES U= 1 EDIFICACION CATAGORIA C C= 2.5 FACTOR DE AMPLIACION SISMICA R= 7.5 COEFICIENTES DE REDUCCION - CORTANTES BASALES ZVSC R V= P= 0.133P - DESPLAZAMIENTOS X - X DE ANALISIS DIRECCION Y - Y 5.9 cm ULTIMO NIVEL 4.9 cm DESPLAZAMIENTOS MAX. 1.2 cm 1.5 cm DESPLAZAMIENTOS MAX. RELATIVO DE ENTRE PISO DETALLES DE CERCO PRE-FABRICADO 0.4421975474302542 0.4421975474302542 0.4421975474302542 0.4421975474302542 0.4421975474302542 0.4421975474302542 \A1;.075 \A1;.075 0.4421975474302542 1d3/8'' 1d3/8'' 1d3/8'' 1d3/8'' A A A A A A ELEVACION TIPICA CIMIENTO CORRIDO F'c=.90 Kg/cm2+30%P.G. SOBRE-CIMIENTO F'c=.90 Kg/cm2+25%P.M. PRE-FABRICADO -4.806394439612419 -4.898511885906757 1d3/8'' A - A N.F.P. N.F.P. PRE-FABRICADO .60 5 .35 0.1382603029355067 DETALLE DE CIMIENTO 5 5 DETALLE DE CIMIENTO DE TABIQUES NUEVOS 0.2570775451813461 0.2570775451813461 0.2570775451813461 0.2570775451813461 0.2570775451813461 0.2570775451813461 0.2570775451813461 0.2705854623059736 0.2019894636377728 d3/8:@.30 ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.30 \A1;.80 \A1;.20 \A1;4.05 \A1;.30 \A1;1.60 \A1;.30 \A1;2.50 \A1;.30 \A1;.50 \A1;.80 \A1;.70 \A1;.65 \A1;.50 \A1;.50 \A1;.65 \A1;.70 \A1;.65 \A1;.50 \A1;.50 \A1;.30 \A1;.80 \A1;.20 \A1;4.05 \A1;.30 \A1;1.60 \A1;.30 \A1;2.50 \A1;.30 \A1;.50 \A1;.80 \A1;1.45 \A1;.50 \A1;.90 \A1;.90 \A1;.50 \A1;.50 \A1;.30 \A1;.80 \A1;4.25 \A1;.30 \A1;1.60 \A1;.30 \A1;2.50 \A1;.30 \A1;.50 \A1;.80 \A1;.50 \A1;.50 \A1;.90 \A1;.50 \A1;1.45 \A1;3.40 \A1;.50 \A1;.30 \A1;1.30 \A1;1.30 \A1;.40 \A1;.70 \A1;.25 \A1;.40 \A1;.70 \A1;.40 \A1;.70 \A1;3.25 \A1;.25 \A1;.70 \A1;.70 \A1;.50 \A1;.70 \A1;3.53 \A1;4.60 \A1;.50 \A1;.80 \A1;2.07 \A1;.60 \A1;1.65 \A1;1.00 \A1;2.70 \A1;.60 \A1;.25 \A1;.30 \A1;.40 \A1;.70 \A1;.40 \A1;.70 \A1;2.67 \A1;2.07 \A1;.60 \A1;.25 \A1;1.05 \A1;1.00 \A1;1.05 \A1;.30 \A1;2.10 \A1;.70 \A1;3.50 \A1;.30 \A1;.40 \A1;4.65 \A1;.30 \A1;.70 \A1;2.10 \A1;.30 \A1;1.05 \A1;1.00 \A1;1.05 \A1;3.50 \A1;.30 \A1;.40 \A1;4.65 \A1;.30 \A1;.70 \A1;2.10 \A1;.30 \A1;1.05 \A1;1.00 \A1;1.05 \A1;3.50 \A1;.30 \A1;.40 \A1;4.65 \A1;.30 \A1;1.14 \A1;1.14 \A1;1.14 \A1;1.14 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.50 \A1;.50 \A1;.60 \A1;.50 \A1;.10 \A1;.25 \A1;.05 \A1;.10 \A1;.25 \A1;.05 \A1;.25 \A1;.90 \A1;.80 \A1;.90 \A1;.70 \A1;1.05 \A1;.90 \A1;3.40 \A1;1.88 \A1;1.14 \A1;1.14 \A1;.40 \A1;.50 \A1;.10 \A1;.25 \A1;.05 \A1;1.80 \A1;1.80 1/2"d:@25 1/2"d:@25 8d1" SE TRASLAPAN CON MECHAS EXISTENTES -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.0 -1.0 3/8"d:@20 -1.0 -1.0 4d1"+8d3/4" (4° PISO) -1.0 -14.80421317123148 -14.80421317123148 -14.80421317123148 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 2d3/4" NACEN DE VIGA DE TECHO 4d3/4" (VER NACIMIENTO EN 2d1" NACEN DE VIGA DE TECHO DEL 1° PISO (VER DETALLE 1) DEL 1° PISO (VER DETALLE 1) -1.0 -1.0 -1.0 PLACA-1 MECHAS EXISTENTES.) 2d3/4" (SE TRASLAPAN CON 3 3/8"d:@.25 -1.0 -1.0 8d1"+2d3/4" 1/2"d:@20 3 3/8"d:@.25 1/2"d:@20 2° PISO -1.0 -1.0 2d3/4" 2d1" 6d1"+6d3/4" 4d1"+2d3/4" 2 3/8"d:@.25 -1.0 1/2"d:@15 1/2"d:@20 3/8"d:@25 1/2"d:@20 1/2"d:@20 2d3/4" 2d3/4" -1.0 4d1"+6d3/4" 3 3/8"d:@.25 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 2 3/8"d:@.25 6d3/4" -1.0 -1.0 2° PISO PLACA-3 1/2"d:@20 1/2"d:@20 3 3/8"d:@.25 12d3/4" MECHAS EXISTENTES 6d3/4" SE TRASLAPAN CON -1.0 4d1"+6d3/4" 2 3/8"d:@.25 DETALLE 2) 2d1" MECHAS EXISTENTES) -1.0 4d1"+10d3/4" 3 3/8"d:@.25 4d3/4" (SE TRASLAPAN CON 3/8"d:@25 6d3/4" NACEN DE PLACA EXISTENTE 2 3/8"d:@.25 -14.80421317123148 2° PISO PLACA-4 -14.80421317123148 (VER DETALLE 3) 4d3/4"+8d5/8" 3/8"d:@25 2 3/8"d:@.25 -14.80421317123148 2d3/4" 2d3/4" NACEN DE VIGA DE TECHO 2d1" NACEN DE VIGA DE TECHO (5° PISO) -1.0 -1.0 -1.0 -1.0 -1.0 DEL 1° PISO (VER DETALLE 1) DEL 1° PISO (VER DETALLE 1) -1.0 -1.0 4d3/4" -1.0 -1.0 2 3/8"d:@.25 8d1" -1.0 -1.0 -1.0 -1.0 3/8"d:@25 1/2"d:@20 3 3/8"d:@.25 6d1"+6d3/4" 4d3/4" 1/2"d:@20 -1.0 -1.0 4d1"+6d3/4" 2d3/4" -1.0 -1.0 4d3/4" 3 3/8"d:@.25 2d1" -1.0 3° PISO CONTINUAN DE 2d PISO 4d1" 2d1" 3 3/8"d:@.25 8d1"+4d3/4" 2 3/8"d:@.25 -1.0 1/2"d:@20 1/2"d:@20 6d1" 5 2 3/8"d:@.25 3/8"d:@25 3/8"d:@20 CONTINUAN DE 2° PISO 4d1" 2 3/8"d:@.25 4d1"+4d3/4" 3/8"d:@15 6d3/4" -1.0 4d3/4" -1.0 -1.0 2d3/4" 2 3/8"d:@.25 4d1"+4d3/4" -1.0 -1.0 -1.0 -1.0 2d3/4" 3/8"d:@25 3/8"d:@20 2 3/8"d:@.25 CONTINUAN DE 2° PISO 4d1" 6d1"+2d3/4" 2d1" 1/2"d:@20 4° PISO Y 5° PISO -1.0 3 3/8"d:@.25 12d1" 10.44304231150892 10.70460816529129 10.65650569399445 -1.0 -1.0 -1.0 -1.0 -1.0 1/2"d:@20 -1.0 -1.0 2d1" -1.0 6d3/4" 2 3/8"d:@.25 -1.0 1/2"d:@20 3°PISO Y 4° PISO 3 3/8"d:@.25 3/8"d:@20 3/8"d:@20 -1.0 10d3/4" 2 3/8"d:@.25 4d1"+6d3/4" (3° PISO) 10d3/4" (4° PISO) d MAYOR -1.0 3 3/8"d:@.25 10d3/4" 2d3/4" ABERTURA PARA VENTANA EN PLACA 5 DETALLE A -1.506708793417303 -1.506708793417303 -1.506708793417303 2° PISO PLACA-5 2 3/8"d:@.25 PLACA 5 -1.506708793417303 10d3/4" -1.0 -1.0 -1.0 3/8"d:@20 -1.0 -1.0 d MAYOR -1.0 (VER DETALLE 4) EN AZOTEA CRECE PLACA 4d3/4" 3 3/8"d:@.25 1/2"d:@20 5° PISO -1.0 2d5/8" 3/8"d:@20 4d3/4" 5 -1.0 3/8"d:@20 1Od3/4" 3 3/8"d:@.25 4d3/4" -1.0 2d3/4" 4d3/4" 4d3/4"+6d5/8" 2 3/8"d:@.25 3 3/8"d:@.25 -1.0 4d3/4" 3 3/8"d:@.25 1Od3/4" 10.44304231150892 1d1" 2d3/4" 2d3/4" 1d1" 2d3/4" 1d1" 3/8"d:1@,05,3@.10 10.44304231150892 1/2"d:@15 1d1" 10.44304231150892 10.44304231150892 10.44304231150892 2d3/4" 8d3/4" 2 3/8"d:@.25 3/8"d:@.25 4d3/4" -1.506708793417303 PROYECCION DE ABERTURA ( VER DETALLE A ) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 4d1"+4d3/4"(4d PISO) -1.0 4d3/4" 2 3/8"d:@.25 8d3/4"(5d PISO) 3/8"d:@20 (5° PISO) 3/8"d:@15 (4° PISO) 3/8"d:@20 -1.0 2d1" 4d3/4" 3 3/8"d:@.25 6d1"+6d3/4" 2d1" 2 3/8"d:@.25 4d1"+2d3/4" -1.0 2° PISO 2 3/8"d:@.25 5 6d3/4" (5° PISO) 6d1" (4° PISO) 2d3/4" 1/2"d:@20 2 3/8"d:@.25 6d3/4" 1/2"d:@20 -1.0 -1.0 2 3/8"d:@.25 4d1"+2d3/4" -1.0 4d1" -1.0 -1.0 3/8"d:@20 2d1"+6d3/4" 3 3/8"d:@.25 2d1" 3/8"d:@15 -1.0 -1.506708793417303 -1.506708793417303 3 3/8"d:@.25 2 3/8"d:@.25 5 2° PISO Y 3° PISO AZOTEA Y TANQUE ELEVADO -1.0 -1.0 -1.0 2 3/8"d:@.25 4d3/4"+6d5/8" 2d5/8" 2d3/4" (VER DETALLE 4) 2d5/8" -1.0 3 3/8"d:@.25 2d5/8" 3/8"d:@20 -1.0 -1.0 2d5/8" 5 5 4d3/4" DE TECHO DE 5° PISO 4d3/4" NACEN DE VIGA V-7 4d3/4" 4d3/4" -1.0 -1.506708793417303 -1.506708793417303 1/2"d:@15 DE 1° PISO ( VER DETALLE 1) -1.506708793417303 2d3/4" NACEN DE VIGA DE TECHO d3/8":@.20 6d3/4" SE TRASLAPAN CON d DE 1° PISO PLACA-2 -1.506708793417303 d3/8":@.20 6d3/4" 2 3/8"d:@.25 -1.506708793417303 2 3/8"d:@.25 6d3/4" 2 3/8"d:@.25 4d3/4"+6d5/8" (5° PISO) -1.0 -1.0 2d3/4" -1.0 2d1" 4d1"+6d3/4" 2 3/8"d:@.25 -1.0 4° PISO Y 5° PISO 2 3/8"d:@.25 10d3/4" (4° PISO) 2d1" 2d3/4" 2d1" 2 3/8"d:@.25 4d1"+8d5/8" 6d3/4" -1.0 4d3/4" -1.0 -1.0 4d3/4" 2d5/8" -1.0 5 -1.0 4d3/4" 2d5/8" 10d3/4"+4d5/8" (2° PISO) 3 3/8"d:@.25 4d5/8" 14d3/4" (3° PISO) -1.506708793417303 -1.506708793417303 -1.506708793417303 2d1" 3° PISO Y 4° PISO -1.506708793417303 -1.506708793417303 -1.506708793417303 -1.506708793417303 1/2"d:@25 -1.506708793417303 8d1" (3° PISO) 2 3/8"d:@.25 8d3/4" (4° PISO) -1.506708793417303 2 3/8"d:@.25 1/2"d:@25 -1.506708793417303 -1.506708793417303 d MAYOR -1.506708793417303 10d3/4" (4° PISO) 4d1"+6d3/4" (3° PISO) -1.506708793417303 -1.506708793417303 d MAYOR NOTA.- VER DETALLES 1, 2, 3 Y 4 EN PLANO E-1 ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.27 \A1;.10 \A1;.20 \A1;.20 \A1;.30 \A1;.25 \A1;.75 o.90 \A1;.70 \A1;.40 \A1;.15 \A1;.70 \A1;.15 \A1;.70 \A1;.15 \A1;.06 \A1;.20 \A1;.85 Pb Pd Pc Pc Pa Pb Pb Pa Pe Pb Pb Pj Pi Pc Pb Pa Pg Pf Pe Pd Ph Pb Pb ENCOFRADO 1° PISO LEYENDA CONSTRUCCION NUEVA CONSTRUCCION EXISTENTE VER DETALLE A VER DETALLE A 2 2 2 2 1 1 1 1 1 1 1 1 EXISTENTE COLUMNA O PLACA -1.0 -1.0 CONCRETO DE VIGA. COLUMNA; APLICAR EPOXICO Y VACIAR SOLDAR d DE VIGA NUEVA A d DE PICAR COLUMNA O PLACA EXISTENTE; DETALLE A ( ELEVACION ) CORTE 2-2 VER d EN CORTE 2-2 3/8"d:1@.05,8@.15,Rto.@.30. 6d5/8" -1.0 -1.0 CORTE 1-1 3/8"d@:.30 3/8"d@:.40 3/8"d@:.20 EXISTENTE VIGA Y VACIAR CONCRETO. PICAR ESPACIO DE LADRILLO VOLADO APLICANDO EPOXICO. Y VACIAR CONCRETO JUNTO CON SUPERIOR DE VIGA, COLOCAR d NUEVO PICAR TECHO EXISTENTE Y PARTE 5 -1.0 -1.0 -1.0 -1.0 -1.0 5 VER DETALLE DE JARDINERA. VIGA (.25x.70) S/C = 250Kg/m2. 5 4 3 2 1 5 C D 4 B' A A' VIGA (.25x.97 ) CONCRETO APLICANDO EPOXICO. -1.0 -1.0 .85 -1.0 0.0121237355328958 -1.0 3/8"d:@.25 3d3/8" 5d3/8" 5d3/8" PICAR RECUBRIMIENTO Y VACIAR DETALLE DE JARDINERA HUECO NUEVO 9 8 A B C D 9 8 7 6 7 6 LOSA h=.20 DEMOLER TECHO Y VACIAR CONCRETO NUEVO ALIGERADO EXISTENTE VER DETALLE DE JARDINERA. VER DETALLE DE JARDINERA. P1 P2 P2 P2 P2 P2 P2 P2 P1 P1 P4 PLACA 1 PLACA 2 P3 PLACA 3 P3 P3 P6 P6 P5 P5 PLACA 5 P7 P7 PLACA 4 Pb Pd Pc Pc Pa Pb Pb Pa Pe Pb Pb Pb Pb CONCRETO NUEVO DEMOLER TECHO Y VACIAR LOSA h=.20 CONCRETO NUEVO DEMOLER TECHO Y VACIAR NOTA.- VER DETALLE DE COLUMNETAS EN PLANO E-1. NOTA - LAS COLUMNETAS DE TABIQUES SE ANCLAN PERFORANDO LAS BROCA DE DIAMETRO 1/8'' MAYOR AL FIERRO DE COLUMNETAS. PERFORAR 20 cm. Y RELLENAR CON EPOXICO. ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.05 \A1;.20 \A1;.15 \A1;.90 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.60 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.90 \A1;.60 \A1;.90 \A1;.60 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.60 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.70 \A1;.60 \A1;.90 \A1;.60 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.70 \A1;.60 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.60 \A1;.90 \A1;.90 \A1;.90 \A1;.60 \A1;.60 \A1;.90 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.60 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;e=.80 \A1;e=.80 \A1;e=.80 \A1;e=.80 \A1;e=.80 \A1;e=1.00 \A1;1.15 \A1;.40 \A1;.10 \A1;.30 \A1;.10 \A1;.60 \A1;.30 \A1;.15 \A1;.70 \A1;.15 \A1;.90 \A1;.20 \A1;.70 \A1;.30 \A1;.25 \A1;.20 \A1;.50 \A1;.15 \A1;.25 \A1;.50 \A1;.20 \A1;.20 \A1;.15 \A1;.30 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;1.00 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.80 \A1;.25 \A1;VAR. DE .50@.65 \A1;.70 \A1;.40 \A1;.40 \A1;.25 \A1;2.20 \A1;.15 \A1;.35 \A1;.175 \A1;.30 \A1;.30 \A1;.40 \A1;.215 \A1;.20 \A1;.70 \A1;.40 \A1;.125 \A1;.10 \A1;.125 \A1;.10 \A1;.85 \A1;.65 \A1;.20 \A1;.50 \A1;.25 \A1;.15o.25 \A1;.50 \A1;.20 \A1;.15 \A1;.40 \A1;VER ARQT.(1.10) \A1;.40 \A1;.20 \A1;.50 \A1;.15 \A1;.15 \A1;.15 \A1;.50 \A1;.20 \A1;.25 \A1;.50 \A1;.20 \A1;.40 \A1;1.10 \A1;.50 \A1;.20 \A1;.15 \A1;VER ARQT. \A1;.90 CORTE 12-12 (.25x.70) -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 (.40X.20) (.25x.70) (.15x.70) (.25x.70) (.25X.70) (.25x.70) 2d1/2" Pa VIGA V-14 (.40x.70) -165.6432680977927 -165.6432680977927 CORTE 8-8 -167.8538949150166 -167.8538949150166 -167.8538949150166 -167.8538949150166 -160.9517528405736 CORTE 2-2 3/8"@:.25 PASAN MALLA HUECO EN TECHO VIGA V-8 (.25x.70) -167.8538949150166 4d1" 4d1/2" -165.6432680977927 -165.6432680977927 -165.6432680977927 1/4"d:3@.10,Rto.@.20 C/EXT. PERFORACIONES d=O.10 PROYECCION DE -165.6432680977927 -165.6432680977927 -165.6432680977927 -165.6432680977927 -165.6432680977927 -165.6432680977927 CORTE 7-7 -167.8538949150166 2d1" 6d3/8" 4d1"+4d3/4"+6d3/8" CORTE 5-5 3/8"d:1@.05,Rto.@.15 -167.8538949150166 2d3/4" -167.8538949150166 A -167.8538949150166 A 2d3/4" -160.9517528405736 -160.9517528405736 -160.9517528405736 4d3/4" 3/8"d:1@.05,Rto.@.15 CORTE 1-1 -160.9517528405736 -160.9517528405736 (.40x.70) Pb -125.7967319160692 3/8"d -125.7967319160692 3/8"d 1/2"d VIGA V-13 VIGA V-5 B' A' -165.6432680977927 -165.6432680977927 2d1/2" 2d1/2" COLUMNETA .25x.25 -165.6432680977927 2d3/8" 2d3/8" -165.6432680977927 -165.6432680977927 2d3/8" CORTE 9-9 -165.6432680977927 -165.6432680977927 -165.6432680977927 VIDRIO BLOCKS DE -159.6443900777192 -159.6443900777192 -159.6443900777192 6d3/8" -159.6443900777192 -159.6443900777192 3/8"d:@.25 CORTE 6-6 2d3/8" 2d3/8" 2d1" 2d3/8" -167.8538949150166 2d3/4" -167.8538949150166 CORTE A-A -167.8538949150166 -167.8538949150166 -166.5060165149541 -166.5060165149541 3/8"d:@.25 3/8"d:@.25 -166.5060165149541 -166.5060165149541 -166.5060165149541 -166.5060165149541 4d5/8" -166.5060165149541 1/4"d:1@.05,4@.15,Rto.@.15 -166.5060165149541 4d3/8" CORTE 11-11 -166.5060165149541 VER ARQT. CORTE 10-10 -166.5060165149541 -166.5060165149541 -165.0203281268684 -165.0203281268684 EN ZONA DE JARDINERA. Y VACIAR CONCRETO NOTA 1: RETIRAR LADRILLO ALIGERADO h=.20 S/C = 250Kg/m2. ENCOFRADO 2° PISO 5 4 -125.7967319160692 1/2"d:@.20(sup.) 1/2"d:@.20(inf.) -125.7967319160692 -125.7967319160692 -125.7967319160692 (.25X.70) Pc Pc Ph ENTRE BLOCKS DE VIDRIO MALLA 3/8"d:@.20 LOSA h=.20 3/8"d:@.20 3/8"d:@.20 -125.7967319160692 2d3/4" -167.8538949150166 -167.8538949150166 -160.9517528405736 2d3/8" CORTE 4-4 1/4"d:1@.05,4@.10,Rto.@.25 2d5/8"+3d1/2" 2d5/8" -160.9517528405736 -160.9517528405736 -160.9517528405736 CORTE 3-3 1/4"d:@.25 2 2 1 1 -125.7967319160692 VER d DE ESCALERA 1 LOSA h=.20 LOSA h=.20 -125.7967319160692 3/8"@:.25 (.40x.70) 3/8"d:@.20 3/8"d:@.20 3/8"d:@.20 3/8"d:@.20 1/2"d -125.7967319160692 -125.7967319160692 3/8"d:@.20 -125.7967319160692 3/8"d:@.20 3/8"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 VIGA V-15 (.40x.70) (.40X.20) VIGA V-4 C Pj Pc Pi Pc 7 7 8 8 10 10 6 6 6 6 8 8 9 9 8 8 7 7 9 9 7 7 -125.7967319160692 3/8"d:@.20 (INF.) (.25x.70) VIGA V-7 (VAR.x.70) VIGA V-9 Pa Pf Pb Pb 3/8"d 3/8"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d -125.7967319160692 1/2"d -125.7967319160692 3/8"d 1/2"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d -125.7967319160692 -125.7967319160692 3/8"d 3/8"d 1/2"d 3/8"d -125.7967319160692 1/2"d -125.7967319160692 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 3/8"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d -125.7967319160692 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d 3/8"d 3/8"d 3/8"d VIGA V-11 VIGA V-3 (.25x.70) VIGA V-10 VIGA V-9 (.25x.70) (.30x.70) (.25x.70) VIGA V-6 VIGA V-17 (.40x.70) VIGA V-16 (.40x.70) Pc PROYECCCION DE ROMPESOLES (.40x.70) 1/2"d 3/8"d -125.7967319160692 3/8"d -125.7967319160692 VIGA V-2 1 A 3 ENSANCHE ALTERNADO -125.7967319160692 (.40X.20) (.40X.20) PROYECCCION DE ROMPESOLES 3/8"d ENSANCHE ALTERNADO ENSANCHE ALTERNADO -125.7967319160692 -123.8674316358472 3/8"d -125.7967319160692 (.25X.70) Pb Pf Pb Pa Pg Pg 3/8"d 1/2"d 1/2"d 1/2"d 3/8"d 3/8"d 1/2"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 (.40x.70) VIGA V-3 VIGA V-3 (.25X.70) VIGA V-1 3 2 PROYECCCION DE ROMPESOLES 3 3/8"d 3/8"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 3/8"d -125.7967319160692 3/8"d -125.7967319160692 (.25x.70) (.25x.70) Pb Pa Pa Pf 3/8"d 3/8"d 3/8"d 3/8"d 1/2"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 (.40x.70) (.40x.70) (.25X.70) (.25X.70) 5 4 -105.7879117642422 -105.7879117642422 -125.7967319160692 -125.7967319160692 (.25X.70) 12 12 12 12 4d1" -166.5060165149541 3/8"d:1@.05,Rto.@.10 -166.5060165149541 -166.5060165149541 -166.5060165149541 d DE ALIGERADO -166.5060165149541 -166.5060165149541 CORTE 13-13 NOTA 1 -125.7967319160692 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 1/2"d 3/8"d -125.7967319160692 -125.7967319160692 VIGA V-12 VIGA V-18 7 6 D 13 13 NOTA 1 NOTA 1 VENTANAS .80x1.05 1/2"d -125.7967319160692 1/2"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d -125.7967319160692 (.25X.70) VIGA V-19 D 9 8 -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d -125.7967319160692 -125.7967319160692 (.40x.20) (.25x.70) (.15x.70) (.25x.70) (.25x.70) 3 3 4 11 11 10 10 10 10 11 11 10 10 VER d DE ESCALERA 2 3/8"d 3/8"d -125.7967319160692 -125.9122569731212 -125.9122569731212 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 1/2"d -125.7967319160692 Pf Pa Pf -125.7967319160692 3/8"d 3/8"d -125.7967319160692 3/8"d 3/8"d -125.7967319160692 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 3/8"d -125.7967319160692 3/8"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 3/8"d -125.7967319160692 1/2"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d 3/8"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d 3/8"d 3/8"d 3/8"d -125.7197155336108 -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 3/8"d 3/8"d (.25x.70) (.25x.70) (.15x.70) (.25x.70) (.25x.70) (.25x.70) (.40X.70) (.40X.70) VIGA V-17 (.40x.70) 3 3 3 3 5 5 4 ENSANCHE ALTERNADO -125.7967319160692 (.25x.70) 3/8"d:@.20 3/8"d:@.20 2d1/2" 3/8"d:@.20 3/8"d:@.20 -125.7967319160692 -125.7967319160692 2d1/2" Pb Pb Pb Pa Pa Pa 1/2"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 1/2"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d -125.7967319160692 3/8"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 1/2"d 1/2"d 1/2"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 3/8"d (.40x.20) (.25x.70) VIGA V-3 (.40X.20) (.40x.20) VIGA V-21 (.40x.70) VIGA V-20 (.40X.70) (.40X.70) B C DETALLE DE JARDINERA -99.43152811691621 PROYECCCION DE ROMPESOLES -125.7967319160692 -125.7967319160692 (.25X.70) PROYECCCION DE ROMPESOLES Pa Pa 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 (.40X.70) (.40x.70) (.25X.70) 7 6 ENSANCHE ALTERNADO -125.7967319160692 Pb Pb Pa Pa 3/8"d 1/2"d 1/2"d 1/2"d 1/2"d -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 -125.7967319160692 (.40X.20) VIGA V-3 (.40X.20) VIGA V-3 (.40x.70) (.40X.70) (.25X.70) 9 8 A 4d3/8" 4d3/8" 3/8"d:@.25 3/8"d:@.25 -105.7879117642422 -105.7879117642422 -105.7879117642422 -105.7879117642422 -105.7879117642422 -105.7879117642422 -99.43152811691621 -99.43152811691621 -99.43152811691621 1/4"d@.25 -99.43152811691621 DETALLE DE ALIGERADO h=.20 ESC. 1/10 -99.43152811691621 3/8"d:1@.05,Rto.@.15 4d3/4" .20 5 .05 .10 .10 X X CORTE X-X LOSA h=.20 PROYECCCION DE ROMPESOLES Pa VER DETALLE DE JARDINERA VER DETALLE DE JARDINERA VER DETALLE DE JARDINERA VER DETALLE DE JARDINERA NOTAS.- -VER COLUMNETAS EN PLANO E-1 -VER DETALLE TIPICO DE ROMPESOLES EN PLANO E-6 -VER DETALLE DE CELOSIAS EN FACHADA PRINCIPAL ( EJE B' ) EN PLANO E-5. -VER DETALLE TIPICO DE SOLERAS EN ALFEIZARES DE VENTANAS BAJAS EN PLANO E-5. 5 ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.05 \A1;.20 \A1;.15 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.60 \A1;.90 \A1;.70 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.90 \A1;.60 \A1;.90 \A1;.70 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.60 \A1;.90 \A1;.90 \A1;.70 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.60 \A1;.90 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.60 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.70 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.60 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.40 \A1;.30 \A1;.60 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;e=1.00 \A1;e=1.00 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.70 \A1;.30 \A1;.70 \A1;e=1.20 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.10 \A1;.30 \A1;.10 \A1;.20 \A1;.50 \A1;1.00 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.25 \A1;.15 \A1;.70 \A1;.15 \A1;.90 \A1;.20 \A1;.70 \A1;.30 \A1;.25 -388.6082059377076 DETALLE DE JARDINERA -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 3/8"d:@.25 4d3/8" -388.6082059377076 3/8"d:@.25 4d3/8" \A1;.90 \A1;.20 \A1;.30 \A1;.70 \A1;.25 \A1;.70 \A1;.15 \A1;.15 \A1;1.05 \A1;1.15 \A1;.10 \A1;.25 \A1;1.05 \A1;.10 \A1;.25 \A1;.10 \A1;.30 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.60 \A1;.10 \A1;.625 \A1;.10 \A1;.625 \A1;.10 \A1;.85 \A1;.70 \A1;.25 \A1;.25 \A1;.85 \A1;.70 \A1;.25 \A1;.25 \A1;.10 \A1;.10 \A1;.60 \A1;.25 \A1;.85 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.60 \A1;.10 \A1;.10 \A1;.40 \A1;.40 \A1;.85 \A1;.70 \A1;.25 \A1;.25 \A1;.10 \A1;.10 \A1;.60 \A1;.25 \A1;.05 \A1;.20 \A1;.20 \A1;.05 \A1;.20 \A1;.30 \A1;.10 \A1;.20 \A1;.30 27.41869946940849 27.41869946940849 CORTE B-B 27.41869946940874 27.41869946940874 Pc (.25x.20) DETALLE DE CELOSIAS EN FACHADA PRINCIPAL ( EJE B' ) COLUMNETAS .25x.25 VIGA LADRILLO B A C A D 27.41869946940849 27.41869946940874 CORTE A-A 27.41869946940874 D 27.41869946940874 27.41869946940849 LADRILLO 1/4"d@:.25 3d3/8" 27.41869946940849 E B A C VIGA A D -3.973075930552753 27.41869946940849 27.41869946940849 27.41869946940874 27.41869946940874 27.41869946940874 27.41869946940874 27.41869946940874 E 27.41869946940874 2d3/8" 1/4"d@:.25 2d3/8" 27.41869946940849 27.41869946940874 27.41869946940874 D 3/8"d:@.30 27.41869946940824 CORTE D-D 27.41869946940824 27.41869946940837 CORTE C-C 27.41869946940837 27.41869946940837 LADRILLO e=.05 ENCHAPE DE LADRILLO 1/4"d@:.25 3d3/8" 27.41869946940837 27.41869946940837 27.41869946940824 .20x.25 COLUMNETA ENCHAPE DE LADRILLO e=.05 27.41869946940837 27.41869946940824 27.41869946940824 27.41869946940824 27.41869946940824 27.41869946940824 27.41869946940837 27.41869946940837 27.41869946940837 1/4"d@:.25 2d3/8" ( TIPICO ) 27.41869946940837 1d3/8" 1/4"d@:.25 1/4"d@:.25 3d3/8" 27.41869946940824 5 27.41869946940837 DOBLAN .15 HORIZ. 27.41869946940837 27.41869946940824 30.15436620913384 CORTE E-E ( VER PLANTA ) COLUMNETA 5 30.15436620913384 1d3/8" 30.15436620913384 1/4"d@:.25 NOTA.- ALFEIZARES DE VENTANAS BAJAS DETALLE TIPICO DE SOLERA EN SIENDO LA ARMADURA LA MISMA. Y LA COLUMNETA SON DE 0.10x0.15, ES DE e=0.15. EN ESTE CASO LA SOLERA EN UN SECTOR DEL 2° PISO EL PARAPETO PROYECCION DE COLUMNETA 38.33337588609946 38.33337588609946 38.33337588609946 LADRILLO X 1/4"d@:.25 38.33337588609946 2d3/8" X -3.973075930552753 CORTE Y-Y 38.33337588609946 CORTE X-X (COLUMNETA) 38.33337588609946 Y Y 38.33337588609946 38.33337588609946 38.33337588609946 1/4"d@:.25 2d3/8" 38.33337588609946 \A1;.25 \A1;.25 \A1;.625 \A1;.25 \A1;.70 \A1;.70 \A1;.85 \A1;.10 \A1;.85 \A1;.10 \A1;.30 \A1;.25 \A1;.60 \A1;.60 \A1;.25 \A1;.25 \A1;.625 \A1;.10 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.20 \A1;.70 \A1;.70 \A1;.20 \A1;.85 \A1;.05 \A1;.10 \A1;.85 \A1;.40 \A1;.05 \A1;.10 \A1;.25 \A1;.60 \A1;.25 \A1;.40 \A1;.60 \A1;.25 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;1.15 \A1;1.05 \A1;.25 \A1;.20 \A1;.10 \A1;.30 \A1;.10 \A1;.25 \A1;1.05 \A1;.10 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 CORTE 14-14 B B 29.12090213958044 8d3/8"+4d1/2" 3/8"d:1@.05,Rto.@.15 ENSANCHE ALTERNADO 5 -1.0 1/2"d 3/8"d:@.20 3/8"d -1.0 -1.0 3/8"d -1.0 -1.0 3/8"d -1.0 -1.0 (.25x.70) VIGA V-3 VIGA V-3 3/8"d 3/8"d 3/8"d:@.20 (inf.) 3/8"d VIGA V-23 (.25x.70) VIGA V-4 (.30x.70) VIGA V-22 (.25x.70) -1.0 3/8"d -1.0 -1.0 3/8"d -1.0 VIGA V-5 (.40x.20) VIGA V-2 (.25x.70) VIGA V-24 (.25x.70) VIGA V-13 (.40x.70) B' A' Pb PROYECION DE ROMPESOLES A Pb Pb -1.0 1/2"d MALLA 3/8"d:@.20 1/2"d 3/8"d 2 2 1/2"d -1.0 -1.0 3/8"d:@.20 3/8"d:@.20 (.40x.20) Pa Pb 2d1/2" 3/8"d 1/2"d VIGA V-3 Pa Pa -1.0 -1.0 -1.0 -1.0 -1.0 3/8"d VIGA V-28 (.40x.70) -1.0 3/8"d:@.20 1 1 3/8"d:@.20 3/8"d:@.20 3/8"d:@.20 Pc Ph (.40x.70) VIGA V- 15 -1.0 -1.0 0.0025186724877528 (.25x.70) -1.0 -1.0 3/8"d 3/8"d -1.0 -1.0 3/8"d 3/8"d Pa Pf 3/8"d 3/8"d -1.0 (.40x.70) -1.0 -1.0 -1.0 3/8"d 3/8"d 1 2 3 (.25x.70) (.25x.70) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 (.25x.70) (VAR.x.70) (.25x.70) (.25x.70) (.25x.70) S/C = 200Kg/m2. ENCOFRADO 3° PISO -1.0 C EN ZONA DE JARDINERIA. RETIRAR LADRILLO Y VACIAR CONCRETO VIGA V-27 VIGA V-26 VIGA V-30 5 ENSANCHE ALTERNADO VIGA V-6 (.25x.70) Pi 0.1200000000000045 0.1085617279641724 -1.0 -1.0 Pc Pf 0.0025186724877528 0.0025186724877528 VIGA V-29 -1.0 -1.0 -1.0 3/8"d 3/8"d 4 Pc 3/8"d 3/8"d 3/8"d 0.1200000000000045 3/8"d 3/8"d 3/8"d 1/2"d -1.0 1/2"d 5 -1.0 -1.0 (.25x.70) (.40x.70) (.25x.70) -1.0 -1.0 -1.0 Pb Pa Pa 3/8"d ENSANCHE ALTERNADO 1/2"d 1/2"d 3/8"d -1.0 -1.0 1/2"d 1/2"d VIGA V-3 VIGA V-3 7 7 -1.0 0.1200000000000045 0.1085617279641724 -1.0 -1.0 VIGA V-25 8 8 6 6 Pi Pc 3/8"d 0.1200000000000045 0.1200000000000045 0.1085617279641724 3/8"d (.40x.70) 3/8"d -1.0 -1.0 -1.0 (.25x.70) 7 7 8 8 9 9 9 9 Pc Pc 3/8"d 1/2"d 3/8"d 0.1200000000000045 3/8"d 3/8"d 3/8"d -1.0 -1.0 -1.0 Pb (.25x.70) 5 (.40x.70) -1.0 -1.0 -1.0 1/2"d (.40x.20) (.40x.20) (.25x.70) 3/8"d 3/8"d -1.0 3/8"d 3/8"d -1.0 1/2"d Pg -1.0 -1.0 -1.0 -1.0 -1.0 VIGA V-17 6 (.25x.70) (.25x.70) 2d3/4" 29.12090213958044 29.12090213958044 4d1" Pb VIGA V-17 7 2d3/4" Pb (.25x.70) VIGA V-31 (.25x.70) 8 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 9 9 Pc 6 6 7 7 7 7 8 8 8 8 8 8 Pi (.40x.70) -1.0 -1.0 1/2"d 3/8"d -1.0 3/8"d 3/8"d -1.0 -1.0 -1.0 6 7 7 7 7 8 8 8 8 9 9 Pc Pj Pb Pa -1.0 -1.0 3/8"d 3/8"d -1.0 -1.0 3/8"d 3/8"d (VAR.x.70) (.25x.70) (.25x.70) 3/8"d -1.0 Pa VIGA V-3 (.40x.70) -1.0 -1.0 -1.0 -1.0 3/8"d 3/8"d Pa 3/8"d (.40x.20) 3/8"d 3/8"d -1.0 (.25x.70) 3/8"d 3/8"d -1.0 3 3 11 11 10 10 6 1/2"d 3/8"d -1.0 -1.0 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d -1.0 -1.0 -1.0 (.40x.70) -1.0 -1.0 3/8"d 3/8"d 3/8"d 1/2"d 3/8"d 3/8"d -1.0 -1.0 3 3 3 3 4 4 Pa Pa -1.0 -1.0 -1.0 -1.0 3/8"d:@.20 (.40x.70) -1.0 -1.0 -1.0 -1.0 3/8"d -1.0 3/8"d (.15x.70) (.25x.70) (.25x.70) Pa (.40x.70) -1.0 -1.0 -1.0 3/8"d 3/8"d 3/8"d 3/8"d PROYECION DE ROMPESOLES Pf (.40x.70) -1.0 -1.0 -1.0 (.25x.70) PROYECION DE ROMPESOLES 4 5 6 7 8 18.97103433192751 DETALLE DE ALIGERADO h=.20 18.97103433192751 VIGA V-22 -1.0 2d1" 29.12090213958044 CORTE B-B 29.12090213958044 29.12090213958044 8d3/8" 2d3/4" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d1" 29.12090213958044 29.12090213958044 29.12090213958044 2d3/4" (.25x.70) (.25x.70) 9 29.12090213958044 29.12090213958044 29.12090213958044 29.12090213958044 29.12090213958044 C -1.0 (.40x.20) Pa VER d DE ESCALERA 2 3/8"d 1/2"d 1/2"d -1.0 VIGA V-3 2d1/2" 3/8"d 1/2"d -1.0 1/2"d -1.0 1/2"d 1/2"d 3/8"d 14 14 Pb 3/8"d:@.20 3/8"d:@.20 VIGA V-21 (.40x.70) 3/8"d -1.0 -1.0 3/8"d -1.0 (.40x.20) (.40x.20) Pa -1.0 1/2"d 1/2"d 3/8"d Pb Pb (.40x.70) 3/8"d -1.0 -1.0 (.25x.70) B 18.97103433192751 18.97103433192751 1/4"d@.25 18.97103433192751 A 18.97103433192751 ESC. 1/10 9 5 DETALLE DE JARDINERA 5 5 5 5 5 5 3/8"d:@.25 4d3/8" 5 3/8"d:@.25 4d3/8" 31.80842362354885 31.80842362354885 CORTE B-B 31.80842362354885 31.80842362354885 Pc (.25x.20) DETALLE DE CELOSIAS EN FACHADA PRINCIPAL ( EJE B' ) COLUMNETAS .25x.25 VIGA LADRILLO B A C A D 31.80842362354885 31.80842362354885 CORTE A-A 31.80842362354885 D 31.80842362354885 31.80842362354885 LADRILLO 1/4"d@:.25 3d3/8" 31.80842362354885 E B A C VIGA A D 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 E 31.80842362354885 2d3/8" 1/4"d@:.25 2d3/8" 31.80842362354885 31.80842362354885 31.80842362354885 D 3/8"d:@.30 31.80842362354885 CORTE D-D 31.80842362354885 31.80842362354885 CORTE C-C 31.80842362354885 31.80842362354885 LADRILLO e=.05 ENCHAPE DE LADRILLO 1/4"d@:.25 3d3/8" 31.80842362354885 31.80842362354885 31.80842362354885 .20x.25 COLUMNETA ENCHAPE DE LADRILLO e=.05 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 31.80842362354885 1/4"d@:.25 2d3/8" ( TIPICO ) 31.80842362354885 1d3/8" 1/4"d@:.25 1/4"d@:.25 3d3/8" 31.80842362354885 5 31.80842362354885 DOBLAN .15 HORIZ. 31.80842362354885 31.80842362354885 31.80842362354885 CORTE E-E ( VER PLANTA ) COLUMNETA 5 31.80842362354885 1d3/8" 31.80842362354885 1/4"d@:.25 NOTA.- ALFEIZARES DE VENTANAS BAJAS DETALLE TIPICO DE SOLERA EN SIENDO LA ARMADURA LA MISMA. Y LA COLUMNETA SON DE 0.10x0.15, ES DE e=0.15. EN ESTE CASO LA SOLERA EN UN SECTOR DEL 2° PISO EL PARAPETO PROYECCION DE COLUMNETA 23.55302227433279 23.55302227433279 23.55302227433279 LADRILLO X 1/4"d@:.25 23.55302227433279 2d3/8" X 23.55302227433279 CORTE Y-Y 23.55302227433279 CORTE X-X (COLUMNETA) 23.55302227433279 Y Y 23.55302227433279 23.55302227433279 23.55302227433279 1/4"d@:.25 2d3/8" 23.55302227433279 NOTAS.- VER CORTES 1-1 AL 11-11 EN EL PLANO E-4. -VER COLUMNETAS EN PLANO E-1. -VER DETALLES TIPICOS DE ROMPESOLES EN PLANO E-6. 3/8"d 3/8"d -5.963372615019011 -5.963372615019011 -5.963372615019011 3/8"d -5.963372615019011 -5.963372615019011 3/8"d 3/8"d ENCOFRADO 3° PISO ALIGERADO h=.20 S/C = 250 Kg/m2. VER DETALLE DE JARDINERA MALLA 3/8"d:@.20 ENTRE BLOCKS DE VIDRIO VER d ESC-1 ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.60 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.30 \A1;.70 \A1;.90 \A1;.90 \A1;.90 \A1;.60 \A1;.30 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.90 \A1;.60 \A1;.90 \A1;.60 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.60 \A1;.90 \A1;.90 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.60 \A1;.70 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.60 \A1;.90 \A1;.40 \A1;.70 \A1;.60 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;e=.80 \A1;e=1.00 \A1;e=1.00 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.30 \A1;.90 \A1;.90 \A1;.30 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.90 \A1;.60 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.70 \A1;.70 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.70 \A1;.90 \A1;.30 \A1;.70 \A1;.30 \A1;.90 \A1;.60 \A1;.70 \A1;.40 \A1;.90 \A1;.30 \A1;.90 \A1;.30 \A1;.70 \A1;.90 \A1;e=1.20 \A1;e=.80 \A1;.20 \A1;.20 \A1;.50 \A1;.25 \A1;.15 \A1;.50 \A1;.20 \A1;.20 \A1;.30 \A1;.15 \A1;.20 \A1;.50 \A1;1.00 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.30 \A1;.30 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.25 \A1;.05 \A1;.20 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.17 \A1;.20 \A1;.90 \A1;.20 \A1;.17 \A1;.20 \A1;.20 \A1;.17 \A1;.90 \A1;.20 \A1;.20 \A1;.17 \A1;.20 \A1;.90 \A1;.20 -5.049155594798322 3°, 5° y 7° TRAMOS -4.288291654146633 VER d EN TECHO VER d TRANSVERSAL EN PLANTA -4.288291654146633 6d1/2" 7d1/2" -5.049155594798322 7d1/2" 6d1/2" -4.288291654146633 E S C A L E R A 2 4°, 6° y 8° TRAMOS -4.288291654146633 7d1/2" 3/8"d:@.25 6d1/2" 7d1/2" 5°, 7° y 9° TRAMOS VER d EN TECHO -4.288291654146633 7d1/2" -4.288291654146633 7d1/2" 3/8"d:@.25 6d1/2" E S C A L E R A 1 VER d EN TECHO VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA -5.049155594798322 6d1/2" 3/8"d:@.25 -5.049155594798322 VER d TRANSVERSAL VER d TRANSVERSAL EN PLANTA EN PLANTA 4°, 6° y 8° TRAMOS -5.049155594798322 6d1/2" -5.049155594798322 7d1/2" 6d1/2" EN PLANTA VER d TRANSVERSAL 3/8"d:@.25 -5.049155594798322 -4.288291654146633 VER d TRANSVERSAL EN PLANTA 6d1/2" VER d EN TECHO 7d1/2" -5.049155594798322 EN PLANTA VER d TRANSVERSAL \A1;.40 \A1;.05 \A1;.40 \A1;.25 \A1;.50 \A1;.20 \A1;.50 \A1;.50 \A1;.20 \A1;.12 \A1;.50 \A1;.20 \A1;.12 \A1;.20 \A1;.50 \A1;.50 \A1;.20 \A1;.40 \A1;.40 \A1;.12 \A1;.75 \A1;.20 \A1;.12 \A1;.12 \A1;.05 \A1;.40 \A1;.20 \A1;.40 \A1;.50 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.20 \A1;.40 \A1;.12 \A1;.40 \A1;.50 \A1;.50 \A1;.12 \A1;.20 \A1;.50 \A1;.10 \A1;.10 \A1;.25 \A1;.20 \A1;.15 \A1;.15 \A1;.12 \A1;.50 \A1;.50 \A1;.25 \A1;.58 \A1;1.05 \A1;.10 \A1;.05 \A1;.58 \A1;.10 \A1;1.05 \A1;.12 \A1;.45 \A1;.10 \A1;1.10 \A1;.05 \A1;.55 \A1;.30 \A1;.30 -17.3388835911266 -17.3388835911266 24.96756822552561 24.96756822552561 24.96756822552561 24.96756822552561 SECCIONES VERTICALES TIPICAS 24.96756822552561 24.96756822552561 24.96756822552561 LADRILLO 24.96756822552561 24.96756822552561 24.96756822552561 2d3/8" 1/4"d@:.25 24.96756822552561 2d3/8" 24.96756822552561 24.96756822552561 24.96756822552561 24.96756822552561 24.96756822552561 24.96756822552561 LADRILLO 1/4"d@:.25 24.96756822552561 2d3/8" 1/4"d@:.25 2d3/8" 24.96756822552561 24.96756822552561 1/4"d@:.25 2d3/8" 24.96756822552561 24.96756822552561 24.96756822552561 24.96756822552561 2d3/8" 3/8"d:@.30 3/8"d:@.30 3/8"d:@.30 ELEMENTOS VERTICALES QUE ANCLAN EN COLUMNAS ELEMENTOS VERTICALES QUE ANCLAN EN VIGA SUP. e INF. DETALLE TIPICO DE ROMPESOLES CORTE B-B 1.- EN CASO DE NACER EN VIGA EXISTENTE, ESTA SE PERFORARA ( NO EN VIGA PERALTADA ) 1.- DOBLAN .30 HORIZONTALMENTE EN CASO DE ANCLAR EN LOSA 28.76918605507791 28.76918605507791 NOTA A.- 28.76918605507791 28.76918605507791 .05 ENCHAPE DE LADRILLO B 28.76918605507791 VIGA 1/4"d@:.25 28.76918605507791 28.76918605507791 28.76918605507791 28.76918605507791 VIGA 3/8"d:@.25 EXTREMO (SUP.e INF.) CORTE A-A 28.76918605507791 28.76918605507791 -17.3388835911266 3/8"d:@.25 2d1/2" 2d3/8" A 2d1/2" ANCLAN EN 28.76918605507791 28.76918605507791 3/8"d:@.25 28.76918605507791 COLUMNA 28.76918605507791 2d1/2" 2d1/2"+2d3/8" 1/4"d@:.25 28.76918605507791 VIGA C C 28.76918605507791 28.76918605507791 28.76918605507791 CORTE C-C 28.76918605507791 28.76918605507791 28.76918605507791 COLUMNA VIGA 2d1/2" C 2d1/2" 28.76918605507791 3/8"d:@.25 C 28.76918605507791 28.76918605507791 28.76918605507791 2d3/8" 28.76918605507791 28.76918605507791 3/8"d:@.25 28.76918605507791 28.76918605507791 28.76918605507791 28.76918605507791 28.76918605507791 28.76918605507791 NOTA A CON BROCA d 5/8" Y SE ANCLARA d NUEVO USANDO EPOXICO. 28.76918605507791 NOTA A B 2d1/2" A 28.76918605507791 28.76918605507791 28.76918605507791 -17.3388835911266 A 2d3/8" 3/8"d:@.25 A 28.76918605507791 \A1;.30 \A1;.30 \A1;.58 \A1;.58 \A1;.50 \A1;.50 \A1;1.10 \A1;.10 \A1;.05 \A1;1.05 \A1;.25 \A1;.50 \A1;.12 \A1;.45 \A1;.10 \A1;.10 \A1;.55 \A1;.05 \A1;.10 \A1;.10 \A1;.12 \A1;1.05 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.50 \A1;.50 \A1;.40 \A1;.70 \A1;.50 \A1;.40 \A1;.05 \A1;.70 \A1;.12 \A1;.12 \A1;.12 \A1;.40 \A1;.50 \A1;.12 \A1;.20 \A1;.20 \A1;.70 \A1;.75 \A1;.40 \A1;.12 \A1;.40 \A1;.20 \A1;.50 \A1;.40 \A1;.70 \A1;.12 \A1;.20 \A1;.50 \A1;.50 \A1;.40 \A1;.05 \A1;.25 \A1;.20 \A1;.50 \A1;.20 \A1;.20 \A1;.50 \A1;.40 \A1;.12 \A1;.20 \A1;.60 \A1;.90 \A1;.60 \A1;.90 \A1;.15 \A1;.70 \A1;.15 \A1;.90 \A1;.20 \A1;.70 \A1;.30 \A1;.25 -388.6082059377076 DETALLE DE JARDINERA -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 -388.6082059377076 3/8"d:@.25 4d3/8" -388.6082059377076 3/8"d:@.25 4d3/8" \A1;.90 \A1;.20 \A1;.30 \A1;.70 \A1;.25 \A1;.70 \A1;.15 \A1;.15 \A1;e=.80 \A1;e=.50 \A1;e=.60 3 Pa (.40x.70) (.25x.70) (.25x.70) (.25x.70) VIGA V-15 (.40x.70) VIGA V-34 (.25x.70) 4.6921944338483 4.6921944338483 4.6921944338483 4.6921944338483 7.351915143089016 7.351915143089016 3/8"d:@.20 X 4.6921944338483 CORTE 5-5 4d1"+4d3/4"+8d3/8" 3/8"d:1@.05,Rto.@.15 CORTE X-X 4.6921944338483 7.351915143089016 2d3/4" 4.6921944338483 4.6921944338483 4d1" 4.6921944338483 2d3/4" X 4.6921944338483 4.6921944338483 4.6921944338483 4.6921944338483 2d1" 8d3/8" 2d3/4" 2d3/8" 2d3/8" 2d3/8" 2d1" 2d3/8" 2d3/4" 4.6921944338483 CORTE 1-1 3/8"d:1@.05,Rto.@.15 4d3/4" B' 7.351915143089016 7.351915143089016 VIGA V-24 (.25x.70) 1/2"d 3/8"d VIGA V-13 9.329224787829716 3/8"d 9.329224787829716 2 3/8"d:@.20 9.329224787829716 9.329224787829716 1/2"d CONCRETO EN ZONA DE JARDINERIA. NOTA 1.- RETIRAR LADRILLO Y VACIAR VIGA V-36 (.25x.70) VIGA V-35 (.25x.70) Pa (.25x.70) 9.329224787829716 9.329224787829716 ENCOFRADO 4° PISO 7.351915143089016 33.024190323174 1/4"d@.25 ESC. 1/10 DETALLE DE ALIGERADO h=.20 14.65155218683881 33.024190323174 4d3/4" CORTE 2-2 3/8"d:1@.05,Rto.@.10 CORTE 3-3 14.65155218683881 33.024190323174 CORTE 4-4 14.65155218683881 3/8"d 1/2"d VIGA V-23 (.25x.70) 1/4"d:@.25 2d3/8" 2.905749972231192 2.905749972231192 Pc 3/8"d@:.20 3/8"d:@.20 3/8"d:@.20 3/8"d@:.20 9.329224787829716 9.329224787829716 2.884596700282017 3d1/2"+2d5/8" 1/4"d:1@.05,4@.10,Rto.@.25 2.884596700282017 4 2d5/8" 3/8"d 9.329224787829716 9.329224787829716 Pc Pi VIGA V-29 9.329224787829716 9.329224787829716 9.329224787829716 Pc Pc 3/8"d 3/8"d 1/2"d 9.329224787829716 7 C VIGA V-30 3/8"d 9.329224787829716 9.329224787829716 ALIGERADO h=.20 S/C = 250 Kg/m2. 5 6 Pc Pi VIGA V-29 9.329224787829716 3/8"d 3/8"d 9.329224787829716 9.329224787829716 9.329224787829716 Pi Pc (.25x.70) VIGA V-29 3/8"d 3/8"d 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 3/8"d 9.329224787829716 8.216892279283812 (.25x.70) 9.329224787829716 Pc Pc 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d 9.329224787829716 Pc Pi 8.327944376361373 8.217423624051222 8.217423624051222 8.217423624051222 3/8"d 3/8"d (.40x.70) 3/8"d 9.329224787829716 9.329224787829716 9.329224787829716 3/8"d 3/8"d 9.329224787829716 9.329224787829716 2d1/2" PROYECCION ROMPESOLES 8 VIGA V-38 NOTA 1 9 NOTA 1 (.25x.70) C 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 3/8"d 3/8"d 9.329224787829716 1/2"d 9.329224787829716 9.329224787829716 3/8"d 9.329224787829716 3/8"d 3/8"d (.25x.70) 9.329224787829716 3/8"d 3 3 3 4 4 1/2"d 8.327944376361373 3/8"d (.25x.70) (.40x.70) 9.329224787829716 3/8"d 9.329224787829716 1/2"d 9.329224787829716 3/8"d VER d DE ESCALERA 2 3/8"d:@.20 3/8"d:@.20 9.329224787829716 1/2"d (.40x.70) 9.329224787829716 VIGA V-20 9.329224787829716 3/8"d 9.329224787829716 5 5 3/8"d:@.20 3/8"d:@.20 9.329224787829716 3/8"d 1/2"d 4.838095513912407 4.838095513912407 VIGA V-3 (.40x.20) 9.329224787829716 9.329224787829716 3/8"d (.40x.70) A' 1/2"d 1/2"d VIGA V-3 (.40x.20) VIGA V-3 (.40x.20) Pb Pb 9.329224787829716 9.329224787829716 3/8"d 2d1/2" 2 Pa 4.838095513912407 4.838095513912407 4.838095513912407 (.30x.70) VIGA V-37 9.329224787829716 3/8"d:@.20 3/8"d 1/2"d Pc (.40x.70) 9.329224787829716 3/8"d 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 A VIGA V-2 (.25x.70) 1 2 Pa 4.838095513912407 4.838095513912407 9.32922478782966 ENSANCHE ALTERNADO VIGA V-3 (.40x.20) VIGA V-3 (.40x.20) VIGA V-3 (.40x.20) (.25x.70) 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 (.40x.70) (.40x.70) 1/2"d VIGA V-33 (.30x.70) 9.329224787829716 4.838095513912407 4.838095513912407 3/8"d:@.20 3/8"d:@.20 1 1 1 1 3/8"d 3/8"d 4.838095513912407 1/2"d 3/8"d:@.20 11.13072949210648 \A1;.70 1/2"d 4.838095513912407 4.838095513912407 4.838095513912407 3/8"d 9.329224787829716 9.329224787829716 9.329224787829716 Pa 1/2"d 1/2"d 9.329224787829716 3/8"d Pa Pa Pa 3/8"d \A1;.70 9.329224787829716 9.329224787829716 9.329224787829716 1/2"d Pa 4.838095513912407 1/2"d 4.838095513912407 9.329224787829716 9.329224787829716 Pf 11.13072949210648 3/8"d 1/2"d 4.838095513912407 4.838095513912407 4.838095513912407 3/8"d 1/2"d 1/2"d 2d1/2" 1/2"d 3/8"d 1/2"d 4.838095513912407 3/8"d 1/2"d 9.329224787829716 9.329224787829716 9.329224787829716 1/2"d Pa 3/8"d 9.329224787829716 9.329224787829716 3/8"d 9.329224787829716 Pa Pa 3/8"d 1/2"d 9.329224787829716 1/2"d PROYECCION ROMPESOLES ENSANCHE ALTERNADO 3/8"d 3/8"d 9.32922478782973 3/8"d 3/8"d 9.329224787829716 (.25x.70) 3 ENSANCHE ALTERNADO Pb (.25x.70) (.25x.70) 3 3 3 Pb Pb 3/8"d 3/8"d 9.329224787829716 4 (.40x.70) (.40x.70) (.40x.70) Pa 7.748419718763842 7.748419718763842 3/8"d 3/8"d 4.838095513912407 4.838095513912407 9.329224787829716 9.329224787829716 3/8"d 3/8"d 4.838095513912407 4.838095513912407 1/2"d 4.838095513912407 4.838095513912407 9.329224787829716 3/8"d 1/2"d 9.329224787829716 9.329224787829716 9.329224787829716 7.748419718763842 3/8"d 3/8"d 7.748419718763842 7.748419718763842 3/8"d 3/8"d 4.838095513912407 4.838095513912407 4.838095513912407 VIGA V-3 (.40x.20) Pa 1/2"d 1/2"d 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 Pf Pa 9.329224787829716 9.329224787829716 9.329224787829716 3/8"d 3/8"d 7.748419718763842 4.838095513912407 7.748419718763842 3/8"d 3/8"d 3/8"d 3/8"d 3/8"d 4.838095513912407 3/8"d 7.748419718763842 7.748419718763842 7.748419718763842 7.748419718763842 7.748419718763842 3/8"d 3/8"d 3/8"d 3/8"d 4.838095513912407 4.838095513912407 4.838095513912407 4.838095513912407 4.838095513912407 7.534839165594164 9.329224787829716 1/2"d 3/8"d 1/2"d 9.329224787829716 3/8"d 3/8"d Pa Pa ENSANCHE ALTERNADO 9.329224787829716 1/2"d 1/2"d 1/2"d 1/2"d 7.534839165594164 7.534839165594164 7.534839165594164 7.534839165594164 7.534839165594164 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 9.329224787829716 3 3/8"d 3/8"d 9.329224787829716 (.25x.70) (.25x.70) (.25x.70) 5 6 Pb 3/8"d 3/8"d 9.329224787829702 Pb 3/8"d (.25x.70) 3/8"d 9.329224787829702 (.25x.70) 7 (.40x.70) (.40x.70) VIGA V-3 (.40x.20) VIGA V-3 (.40x.20) ENSANCHE ALTERNADO 9.329224787829716 7.748419718763842 7.748419718763842 4.838095513912407 4.838095513912407 Pa 3/8"d 3/8"d 7.748419718763842 7.748419718763842 7.748419718763842 3/8"d 3/8"d 4.838095513912407 4.838095513912407 4.838095513912407 Pa 1/2"d 1/2"d 1/2"d 7.748419718763842 9.329224787829716 3/8"d 1/2"d 1/2"d 1/2"d 1/2"d 4.838095513912407 2d1/2" 7.534839165594164 7.534839165594164 9.329224787829716 9.329224787829716 Pa Pa Pa 1/2"d 1/2"d 3/8"d 7.534839165594164 7.534839165594164 7.534839165594164 9.329224787829716 9.329224787829716 9.329224787829716 3/8"d Pa 1/2"d 1/2"d 1/2"d 1/2"d 7.534839165594164 1/2"d 3/8"d 9.329224787829716 1/2"d 3/8"d 1/2"d 4.838095513912407 VIGA V-21 B 3/8"d 7.534839165594164 3/8"d 9.329224787829716 (.25x.70) (.25x.70) 8 PROYECCION ROMPESOLES (.25x.70) A 9 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 SECCIONES VERTICALES TIPICAS 26.82176362632359 26.82176362632359 26.82176362632359 LADRILLO 26.82176362632359 26.82176362632359 26.82176362632359 2d3/8" 1/4"d@:.25 26.82176362632359 2d3/8" 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 LADRILLO 1/4"d@:.25 26.82176362632359 2d3/8" 1/4"d@:.25 2d3/8" 26.82176362632359 26.82176362632359 1/4"d@:.25 2d3/8" 26.82176362632359 26.82176362632359 26.82176362632359 26.82176362632359 2d3/8" 3/8"d:@.30 3/8"d:@.30 3/8"d:@.30 ELEMENTOS VERTICALES QUE ANCLAN EN COLUMNAS ELEMENTOS VERTICALES QUE ANCLAN EN VIGA SUP. e INF. DETALLE TIPICO DE ROMPESOLES CORTE B-B 1.- EN CASO DE NACER EN VIGA EXISTENTE, ESTA SE PERFORARA ( NO EN VIGA PERALTADA ) 1.- DOBLAN .30 HORIZONTALMENTE EN CASO DE ANCLAR EN LOSA 23.35199783825874 23.35199783825874 NOTA A.- 23.35199783825874 23.35199783825874 .05 ENCHAPE DE LADRILLO B 23.35199783825874 VIGA 1/4"d@:.25 23.35199783825874 23.35199783825874 23.35199783825874 23.35199783825874 VIGA 3/8"d:@.25 EXTREMO (SUP.e INF.) CORTE A-A 23.35199783825874 23.35199783825874 23.35199783825874 3/8"d:@.25 2d1/2" 2d3/8" A 2d1/2" ANCLAN EN 23.35199783825874 23.35199783825874 3/8"d:@.25 23.35199783825874 COLUMNA 23.35199783825874 2d1/2" 2d1/2"+2d3/8" 1/4"d@:.25 23.35199783825874 VIGA C C 23.35199783825874 23.35199783825874 23.35199783825874 CORTE C-C 23.35199783825874 23.35199783825874 23.35199783825874 COLUMNA VIGA 2d1/2" C 2d1/2" 23.35199783825874 3/8"d:@.25 C 23.35199783825874 23.35199783825874 23.35199783825874 2d3/8" 23.35199783825874 23.35199783825874 3/8"d:@.25 23.35199783825874 23.35199783825874 23.35199783825874 23.35199783825874 23.35199783825874 23.35199783825874 NOTA A CON BROCA d 5/8" Y SE ANCLARA d NUEVO USANDO EPOXICO. 23.35199783825874 NOTA A B 2d1/2" A 23.35199783825874 23.35199783825874 23.35199783825874 23.35199783825874 A 2d3/8" 3/8"d:@.25 A 23.35199783825874 2.6271280969043 2.513106553384716 1/2"d 1/2"d 1/2"d 2.6271280969043 2.6271280969043 3/8"d Ph VIGA V-32 (.25x.70) Pa Pa Pa Pb 3/8"d 3/8"d Pb VER DETALLE DE JARDINERA 5 DETALLE DE JARDINERA 5 5 5 5 5 5 3/8"d:@.25 4d3/8" 5 3/8"d:@.25 4d3/8" NOTAS.- -VER COLUMNETAS EN PLANO E-1. - VER DETALLE DE CELOSIAS EN PLANO E-5. - VER DETALLE TIPICO DE SOLERAS EN PLANO E-5 SIGUE ARMADURA INDICADO ABAJO 2.342248710191114 ENSANCHE ALTERNADO e=.50 e=.60 ALTERNADO PROYECCION ROMPESOLES ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.05 \A1;.20 \A1;.15 \A1;.40 \A1;.40 \A1;.10 \A1;.30 \A1;.10 \A1;.25 \A1;.20 \A1;VAR.(1.70) \A1;.15 \A1;.50 \A1;.40 \A1;2.50 \A1;.30 \A1;.25 \A1;.30 \A1;.25 \A1;.15 \A1;.25 \A1;.50 \A1;.20 \A1;.15 \A1;.20 \A1;.50 \A1;.25 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;.25 \A1;.25 \A1;.20 o.15 \A1;.30 \A1;.20 \A1;.20 \A1;.40 o.25 \A1;.10 \A1;.40 \A1;.50 \A1;.20 \A1;.25 \A1;.50 \A1;.25 \A1;.10 \A1;.40 \A1;.50 \A1;.20 \A1;.10 \A1;.25 \A1;.15 \A1;1.15 \A1;1.20 \A1;.90 \A1;1.20 \A1;.90 \A1;.90 \A1;.54 \A1;.54 \A1;1.70 \A1;1.10 \A1;.70 \A1;.25 \A1;.70 \A1;3.20 \A1;3.20 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;1.70 \A1;.25 \A1;.25 \A1;.25 \A1;.80 \A1;.25 \A1;.25 \A1;.70 \A1;1.55 \A1;3.10 \A1;1.00 \A1;4.44 \A1;1.00 \A1;1.55 \A1;2.22 \A1;.90 \A1;4.44 \A1;2.22 \A1;1.55 \A1;2.22 \A1;.90 \A1;2.22 \A1;1.55 \A1;.60 \A1;3.10 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.90 \A1;1.20 \A1;1.20 \A1;.90 \A1;.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.90 \A1;.40 \A1;1.20 \A1;1.20 \A1;.50 \A1;.50 \A1;.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.40 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.50 \A1;.50 \A1;.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.40 \A1;.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.40 \A1;.50 \A1;.50 \A1;.40 \A1;.90 \A1;1.20 \A1;1.20 \A1;.50 \A1;.20 \A1;.15 \A1;.60 \A1;.30 \A1;.20 \A1;3.70 \A1;.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.20 \A1;.90 3/8"d:1@.05,6@.15,Rto.@.25 VAR.(1.70) 5 5 5 10.04949368191389 CORTE 1-1 3/8"d:1@.05,Rto.@.15 NIV.+17.81 1/4"d:1@.05,Rto.@.25 DETALLE DE COLGAJO PERIMETRAL 1/4"d:1@.05,2@.15,Rto.@.25 3/8"d:@.30 DETALLE DE PARAPETO PERIMETRAL 5 VIGA X X 5 5 NIV.+17.26 NIV.+16.76 o X X 5 5 CORTE X-X 4d3/8" 5 5 5 5 4d3/4" 5 5 5 CORTE 2-2 4d3/4" 3/8"d:1@.05,Rto.@.10 5 1.293355064933323 ESC. 1/10 DETALLE DE ALIGERADO h=.20 1.293355064933323 10.04949368191389 1.293355064933323 10.04949368191389 5 1/4"d:@.25 CORTE 3-3 2d3/8" 5 5 5 4d3/8" CORTE 4-4 5 5 4d3/8" 5 3/8"d:@.20 3/8"d:@.20 5 3/8"d:@.20 3/8"d:@.20 (SUP.) 5 3/8"d:@.20 3/8"d:@.20 5 FONDO CTO. MAQUINAS LOSA h=.20 S/C=1,000Kg/m2. 5 A A 3/8"d:@.20 5 5 3/8"d:@.25 5 3/8"d:@.25 TECHO CTO. MAQUINAS LOSA h=.15 S/C=100Kg/m2. 5 5 A A 5 A A 5 5 5 5 5 B B 5 3/8"d:@.20 5 A 5 A 3/8"d:@.20 3/8"d:@.20 3/8"d:@.25 5 CORTE A-A 3/8"d:1@.05,6@.10,Rto.@.20 5 5 5 LOSA h=.20 S/C=1,300Kg/m2. 5 FONDO TANQUE ELEVADO 5 5 3/8"d:@.20 C C 5 3/8"d:@.20 3/8"d:@.20 3/8"d:@.20 3/8"d:@.20 C C TECHO TANQUE ELEVADO 5 5 5 5 2d1/2" 5 LOSA h=.15 S/C=100Kg/m2. 5 3/8"d:@.25 5 5 C C 2d1/2" 5 2d1/2" 2d1/2" 3/8"d:@.25 3/8"d:@.25 3/8"d:@.25 3/8"d:@.25 5 5 B C C B CORTE B-B MEDIDOS DESDE LAS PLACAS PERIMETRO DEL TANQUE 1/4"d:1@.05,2@.15,Rto.@.25 4d5/8" .20 o.15 DE APOYO. 4d1/2" 5 5 CORTE C-C 3/8"d:@.25 2d3/4" EN TODO EL 5 PROYECCION ROMPESOL B' A' A 5 5 5 5 (.25x.70) INV. (.25x.70) INV. (.25x.70) INV. VIGA V-2 (.25x.70) 5 5 5 VIGA V-10 (.30x.70) INV. (.25x.70) 5 VIGA V-5 (.40x.20) VIGA V-8 1/4d:@.25 5 VIGA V-9 3/8"d 1/2"d (.30x.70) .40 o.25 2 2 1 1 5 1/2"d 1 1 -2.600000000000065 3/8"d:@.20 3/8"d:@.20 3/8"d 1/2"d 3/8"d:@.20 5 2d1/2" 5 (.40x.70) INV. 3/8"d 1/2"d -1.0 3/8"d 3/8"d:@.20 5 5 (.40x.70) INV. 1/2"d 3/8"d 3/8"d 5 5 5 5 VIGA V-6 (.25x.70) INV. 4 1/2"d VIGA V-7 (.30x.70) INV. 5 VIGA V-11 5 VIGA V-12 3/8"d ENCOFRADO 5° PISO 5 (.30x.70) INV. 3/8"d 3/8"d 3/8"d 5 5 5 3/8"d VIGA V-12 1/2"d 5 VIGA V-3 (.40x.20) VIGA V-3 (.40x.20) 1/2"d 3/8"d VIGA V-4 (.30x.70) INV. 3/8"d 1/2"d 5 5 (.40x.70) INV. 1/2"d 1/2"d 5 5 (.40x.70) INV. 3/8"d 5 2d1/2" 3/8"d 4 4 3/8"d 1/2"d 5 4 4 3/8"d 5 1/2"d (.40x.70) INV. PROYECCION ROMPESOL 1 (.40x.70) INV. 2 VIGA V-1 3/8"d 3/8"d (.40x.70) INV. 3 (.40x.70) INV. 4 PROYECCION ROMPESOL (.25x.70) INV. 3 3 3 3 3/8"d 3/8"d (.40x.70) INV. 5 (.25x.70) (.25x.70) INV. (.25x.70) INV. (.25x.70) INV. (.25x.70) INV. 3/8"d 6 (.30x.70) INV. (.25x.70) INV. 5 5 3/8"d 3/8"d 3/8"d 5 3/8"d 3/8"d 5 5 3/8"d 5 VIGA V-12 7 (.30x.70) INV. 3/8"d VIGA V-12 (.25x.70) INV. 3/8"d 5 3/8"d 5 3/8"d 5 3/8"d 3/8"d 3/8"d 5 5 5 5 1/2"d 1/2"d 1/2"d 5 1/2"d 5 5 5 3/8"d 5 1/2"d 1/2"d 5 (.40x.70) INV. 5 5 5 5 5 5 1/2"d 1/2"d 5 5 (.40x.70) INV. 5 1/2"d 1/2"d 3/8"d PERIMETRO DEL TANQUE 4d3/4" EN TODO EL 2d1/2" 8 (.30x.70) INV. (.40x.20) VIGA V-13 3/8"d 5 3/8"d 5 3/8"d 5 9 VIGA V-14 (.25x.70) INV. B 5 2d1/2" 5 5 (.40x.70) INV. 1/2"d 1/2"d PROYECCION ROMPESOL (.40x.70) 3/8"d A 3/8"d PROYECCION ROMPESOL 3/8"d 3/8"d 3/8"d (.40x.70) INV. 6 3/8"d 3 3 (.40x.70) INV. 7 3/8"d 3/8"d PROYECCION ROMPESOL (.40x.70) INV. 8 PROYECCION ROMPESOL 9 5 5 (.25x.70) INV. (.25x.70) INV. (.25x.70) INV. (.25x.70) INV. 7 7 3 3 3 3 6 6 ALIGERADO h=.20 S/C=100 Kg/m2. 1/4"d:1@.05,4@.10,Rto.@.25 CORTE 7-7 5 5 5d1/2" 2d3/8" 4d3/8" 4d3/8" 3/8"d:@.25 5 5 5 5 5 5 5 CORTE 5-5 5 5 5 5 CORTE 6-6 5 5 4d3/8" 3/8"d:@.25 4d3/8" 4d3/8" 5 5 3/8"d:@.25 MURETE DE LADRILLO QUE SE COLOCARA DESPUES DE DESENCOFRAR LA LOSA DE h=.10. 5 1/2"d 5 1/2"d 5 2 5 2 5 A' D D D D A' D D D D 2 5 5 5 CORTE D-D 0.0 3/8"d:@.25 3/8"d:@.25 0.0 0.0 0.0 0.0 3/8"d:@.25 3/8"d:@.25 0.2247696744508403 D D D D 4d5/8" 3/8"d:@.20 MAQUINAS (e=.25) NACE PLACA CTO.DE 3/8"d:@.20 4d5/8" RETIRAR LADRILLO 5 0.0 1/2"d 0.0 0.0 0.0 1/2"d 0.0 1/2"d 0.0 3/8"d 3/8"d 3/8"d 0.0 0.0 1/2"d 1/2"d 3/8"d 3/8"d RETIRAR LADRILLO 5 .90 3/8"d 3/8"d ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;4.55 \A1;.40 \A1;.20 \A1;.40 \A1;.70 \A1;.20 \A1;.25 \A1;3.35 \A1;.50 \A1;.70 \A1;.40 \A1;.30 \A1;.70 \A1;.20 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.20 \A1;.25 \A1;.70 \A1;4.55 \A1;.40 \A1;.20 \A1;.70 \A1;.25 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;1.20 \A1;.70 \A1;.20 \A1;.25 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.70 \A1;.20 \A1;.15 \A1;4.55 \A1;.40 \A1;.20 \A1;.40 \A1;4.55 \A1;4.70 \A1;.25 \A1;4.55 \A1;.40 \A1;.40 \A1;.40 \A1;4.70 \A1;.25 \A1;.70 \A1;.20 \A1;.25 \A1;4.55 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;.40 \A1;4.55 \A1;.40 \A1;.70 \A1;.20 \A1;.25 \A1;.25 \A1;.70 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;3.15 \A1;.70 \A1;7.61 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;6.83 \A1;.70 \A1;.70 \A1;.40 \A1;.20 \A1;5.73 \A1;1.05 \A1;.40 \A1;.70 \A1;.20 \A1;.30 \A1;2.50 \A1;.30 \A1;1.60 \A1;.30 \A1;6.83 \A1;.70 \A1;.75 \A1;.70 \A1;.20 \A1;.40 \A1;8.13 \A1;.70 \A1;8.13 \A1;.70 \A1;.75 \A1;.70 \A1;.20 \A1;.40 \A1;8.13 \A1;.70 \A1;8.13 \A1;.70 \A1;.75 \A1;2.57 \A1;.70 \A1;8.13 \A1;8.13 \A1;.70 \A1;.70 \A1;.75 \A1;.40 \A1;.70 \A1;.20 \A1;.70 \A1;.70 \A1;8.13 \A1;.75 \A1;8.13 \A1;.70 \A1;8.13 \A1;.70 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;.70 \A1;1.05 \A1;8.13 \A1;.70 \A1;.40 \A1;.20 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;.70 \A1;.20 \A1;.25 \A1;4.55 \A1;.40 \A1;.70 \A1;.20 \A1;.80 \A1;.25 \A1;4.55 \A1;4.55 \A1;.40 \A1;4.55 \A1;4.55 \A1;.40 \A1;.40 \A1;.40 \A1;.70 \A1;.20 \A1;.25 \A1;.20 \A1;.70 \A1;.15 \A1;4.55 \A1;.40 \A1;4.55 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;.25 \A1;.70 \A1;.20 \A1;4.55 \A1;.40 \A1;.70 \A1;.20 \A1;.25 \A1;6.83 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;.75 \A1;.70 \A1;.20 \A1;.40 \A1;.70 \A1;8.13 \A1;.70 \A1;.75 \A1;2.35 \A1;8.13 \A1;8.13 \A1;.70 \A1;.70 \A1;.75 \A1;.40 \A1;.70 \A1;.20 \A1;.70 \A1;8.13 \A1;8.13 \A1;.70 \A1;.70 \A1;.70 \A1;.20 \A1;.70 \A1;.40 \A1;.25 \A1;.70 \A1;.20 \A1;.60 \A1;.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.90 \A1;2.00 \A1;.20 \A1;.20 \A1;.40 \A1;4.55 \A1;.40 \A1;1.70 \A1;.90 \A1;.90 \A1;1.70 \A1;1.70 \A1;.70 \A1;.70 \A1;1.70 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.70 \A1;.50 \A1;.20 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.70 \A1;.20 \A1;.50 \A1;1.50 \A1;.70 \A1;.70 \A1;1.10 \A1;1.10 \A1;.70 \A1;.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.70 \A1;.70 \A1;.60 \A1;1.90 \A1;1.90 \A1;1.90 \A1;1.70 \A1;1.70 \A1;1.10 \A1;.90 \A1;.90 \A1;.40 \A1;.70 \A1;.90 \A1;.40 \A1;.70 \A1;1.50 \A1;1.50 \A1;2.10 \A1;.70 \A1;.90 \A1;.40 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;1.10 \A1;2.10 \A1;2.10 \A1;1.10 \A1;1.10 \A1;1.70 \A1;.90 \A1;1.70 \A1;1.10 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;2.10 \A1;2.10 \A1;1.30 \A1;1.10 \A1;1.30 \A1;1.00 \A1;2.10 \A1;1.10 \A1;2.10 \A1;2.10 \A1;1.30 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.30 \A1;1.30 \A1;2.10 \A1;1.10 \A1;.70 \A1;.20 \A1;.25 \A1;1.20 \A1;.40 \A1;.70 \A1;.70 \A1;4.55 \A1;.70 \A1;.25 \A1;.20 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.30 \A1;1.30 \A1;2.10 \A1;1.10 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.10 \A1;2.10 \A1;1.10 \A1;1.00 \A1;2.10 \A1;1.10 \A1;.70 \A1;.20 \A1;.25 \A1;1.70 \A1;1.70 \A1;.40 \A1;.90 \A1;.90 \A1;2.57 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.30 \A1;2.10 \A1;1.30 \A1;2.57 \A1;1.30 \A1;1.30 \A1;1.10 \A1;1.10 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.25 \A1;.70 \A1;.20 \A1;4.55 \A1;2.00 \A1;.90 \A1;.40 \A1;4.55 \A1;1.50 \A1;4.55 \A1;.40 \A1;1.50 \A1;1.50 \A1;4.55 \A1;4.55 \A1;.40 \A1;.40 \A1;1.50 \A1;1.50 \A1;.40 \A1;1.50 \A1;1.50 \A1;.40 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;4.55 \A1;1.50 \A1;1.50 \A1;.40 \A1;1.50 \A1;1.50 \A1;4.55 \A1;.40 \A1;.40 \A1;.25 \A1;.70 \A1;.20 \A1;.40 \A1;.70 \A1;.20 \A1;1.30 \A1;.30 \A1;6.83 \A1;.70 \A1;.75 \A1;1.70 \A1;.90 \A1;1.70 \A1;1.10 \A1;.90 \A1;.40 \A1;.70 \A1;8.13 \A1;.70 \A1;.20 \A1;8.13 \A1;.70 \A1;.70 \A1;.70 \A1;.40 \A1;1.30 \A1;2.10 \A1;2.10 \A1;2.57 \A1;1.30 \A1;1.30 \A1;1.10 \A1;.75 \A1;.30 \A1;.70 \A1;.20 \A1;.70 \A1;.25 \A1;.20 \A1;.70 \A1;.25 \A1;.20 \A1;.25 \A1;.70 \A1;.20 \A1;.40 \A1;.20 \A1;4.55 \A1;2.00 \A1;.50 \A1;.40 \A1;.70 \A1;.30 \A1;.20 \A1;.50 \A1;.20 \A1;.20 \A1;.40 \A1;4.55 \A1;4.55 \A1;4.55 \A1;.40 \A1;.40 \A1;4.55 \A1;.40 \A1;.20 \A1;.70 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;4.55 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;.70 \A1;.20 \A1;.30 \A1;.40 \A1;.25 \A1;.20 \A1;.70 \A1;.25 \A1;6.00 \A1;2.00 \A1;2.00 \A1;.40 \A1;4.55 \A1;.80 \A1;.20 \A1;.70 \A1;.25 \A1;1.50 \A1;1.50 \A1;1.10 \A1;3.20 \A1;1.35 \A1;.40 \A1;3.15 \A1;.70 \A1;7.61 \A1;.70 \A1;.70 \A1;.40 \A1;.20 \A1;1.90 \A1;1.90 \A1;1.90 \A1;.30 \A1;.70 \A1;.20 \A1;1.30 \A1;1.03 \A1;.30 \A1;6.83 \A1;.70 \A1;.75 \A1;1.70 \A1;1.70 \A1;.70 \A1;.20 \A1;.70 \A1;.70 \A1;.40 \A1;.20 \A1;.40 \A1;.70 \A1;.20 \A1;.30 \A1;2.50 \A1;.30 \A1;1.60 \A1;.30 \A1;6.83 \A1;.70 \A1;.75 \A1;1.70 \A1;1.70 \A1;8.13 \A1;.70 \A1;.75 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;.25 \A1;2.10 \A1;2.10 \A1;2.10 \A1;1.10 \A1;2.10 \A1;1.10 \A1;2.10 \A1;8.13 \A1;.70 \A1;2.10 \A1;.25 \A1;2.10 \A1;1.10 \A1;2.10 \A1;.75 \A1;1.10 \A1;.70 \A1;.40 \A1;.70 \A1;.20 \A1;.50 \A1;2.10 \A1;8.13 \A1;2.10 \A1;1.10 \A1;.70 \A1;.40 \A1;.70 \A1;.70 \A1;.50 \A1;1.05 \A1;1.00 \A1;1.05 \A1;.50 \A1;2.00 \A1;5.35 \A1;1.50 \A1;1.50 \A1;.70 \A1;.50 \A1;.50 \A1;4.605 \A1;.30 \A1;3.225 \A1;2.10 \A1;2.10 \A1;2.10 \A1;1.00 \A1;.70 \A1;2.00 \A1;1.00 \A1;2.10 \A1;2.10 \A1;2.10 \A1;.20 \A1;.20 \A1;.70 \A1;.15 \A1;.22 APROX. \A1;.70 \A1;.20 \A1;.15 \A1;.22 APROX. \A1;.40 \A1;4.55 \A1;4.55 \A1;.40 \A1;4.55 \A1;.40 \A1;.40 \A1;2.28 \A1;2.335 \A1;3.80 \A1;1.70 \A1;.20 \A1;1.10 \A1;.90 VIGA V-3 (.40x.20) VIGA V-2 (.25x.70) 2d5/8" 2d5/8" C L 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 3/8"d:1@.05,8@.15,3@.30 3/8"d:1@.05,8@.15,3@.30 3/8"d:1@.05,8@.15,3@.30 3/8"d:1@.05,8@.15,3@.30 5 5 5 1/4"d:1@.05,4@.10,7@.25 .20 5 5 5 5 5 5 5 5 VIGA V-4 (.30x.70) 1/4"d:1@.05,4@.10,7@.25 5 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 3/8"d:1@.05,8@.15,3@.30 5 3/8"d:1@.05,8@.15,3@.30 VIGA V-6 (.25x.70) 2d5/8" 5 1d5/8" 5 3/8"d:1@.05,8@.15,3@.30 5 VIGA V-5 (.40x.20) 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 VIGA V-8 (.25x.70);(.30x.70) 5 5 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 5 5 2d5/8" 2d5/8" 5 5 5 5 2 3/8"d:1@.05,4@.10 VIGA V-7 (.25x.70) 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 5 VIGA V-9 (VAR.x.70);(.15x.70);(.40x.20) 5 3/8"d:1@.05,4@.15,5@.30 5 3/8"d:1@.05,4@.15,5@.30 5 0.0 5 0.0 0.0 5 5 (.40x.20) 1/4"d:1@.05,4@.10,7@.25 0.0 0.0 5 5 3/8"d:1@.05,4@.15,5@.30 5 VIGA V-11 (.25x.70);(.40x.20) 5 3/8"d:1@.05,4@.15,5@.30 5 2d5/8" 2d5/8" 1/4"d:1@.05,4@.10,7@.25 5 5 5 1/4"d:1@.05,4@.10,7@.25 5 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 5 VIGA V-10 (.25x.70) 5 3/8"d:1@.05,4@.15,5@.30 5 3/8"d:1@.05,4@.15,5@.30 5 5 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 VIGA V-12 (.25x.70) 5 3/8"d:1@.05,8@.15,Rto.@.30 5 5 5 .20 5 5 5 5 5 3/8"d:1@.05,8@.15,8@.30 VIGA V-13 (.40x.70) 3/8"d:1@.05,8@.15,2@.30 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 VIGA V-14 (.40x.70) 5 5 5 5 3/8"d:1@.05,8@.15,5@.30 5 VIGA V-20 (.40x.70) 5 5 5 VIGA V-15 (.40x.70) VIGA V-16 (.40x.70) 3/8"d:1@.05,8@.15 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 3/8"d:1@.05,5@.15 3/8"d:1@.05,8@.15,7@.30 3/8"d:1@.05,4@.15 3/8"d:1@.05,8@.15,9@.30 3/8"d:1@.05,8@.15,9@.30 5 5 3/8"d:1@.05,8@.15,9@.30 5 VIGA V-17 (.40x.70) 5 5 5 5 5 5 5 3/8"d:1@.05,8@.15,4@.25 5 VIGA V-18 (.40x.70) 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 VIGA V-19 (.40x.70) 3/8"d:1@.05,8@.15,3@.30 5 3/8"d:1@.05,8@.15,9@.30 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 5 VIGA V-21 (.40x.70) 5 5 5 -9.200000000000005 -9.200000000000005 -9.200000000000005 6.899999999999971 VIGA V-24 (.25x.70) 6.899999999999971 3/8"d:1@.05,8@.15,3@.30 6.899999999999971 6.899999999999971 6.899999999999971 6.899999999999971 5 5 VIGA V-23 (.25x.70) 2d5/8" 5 3/8"d:1@.05,4@.15,5@.30 5 2d5/8" 5 5 5 5 5 5 5 0.0092707053205281 0.0092707053205281 0.0092707053205281 5 3/8"d:1@.05,4@.15,5@.30 5 5 3/8"d:1@.05,8@.15,3@.30 VIGA V-26 (.25x.70) 5 3/8"d:1@.05,8@.15,3@.30 5 5 3/8"d:1@.05,8@.15,3@.30 5 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 VIGA V-27 (.25x.70) 5 5 5 5 VIGA V-28 (.40x.70) 3/8"d:1@.05,8@.15,7@.30 5 5 5 5 5 3/8"d:1@.05,4@.15 5 3/8"d:1@.05,8@.15,9@.30 VIGA V-29 (.40x.70) 5 5 5 5 5 5 5 3/8"d:1@.05,4@.15,Rto.@.30 3/8"d:1@.05,8@.15,5@.25 5 5 3/8"d:1@.05,8@.15,9@.30 5 VIGA V-30 (.40x.70) 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 VIGA V-31 (.40x.70) 5 3/8"d:1@.05,8@.15,9@.30 3/8"d:1@.05,8@.15,5@.25 5 5 5 3/8"d:1@.05,8@.15,9@.30 5 5 5 5 5 5 5 VIGA V-32 (.25x.70) 3d1/2" 4d1/2" 5 5 2d1/2" 5 5 5 1d3/4" 1d5/8" 1d5/8" 5 5 1d5/8" 2d5/8" 2d5/8" 5 5 1d5/8" 2d5/8" 2d5/8" 5 5 1d5/8" 2d5/8" 2d5/8" DOBLAN .30 HORIZONTAL 5 5 5 2d3/4" 2d3/4" 2d5/8" 2d3/4" .20 5 6d1/2" 1/4"d:1@.05,4@.10,Rto.@.25 DOBLAN .30 HORIZONTAL 5 5 5 5 5 5 5 5 5 5 2d3/4" 2d3/4" 2d3/4" 1d3/4" 3/8"d:1@.05,8@.15,3@.30 1d3/4" 2d3/4" 2d3/4" 2d3/4" 5 5 1d5/8" 2d5/8" 2d5/8" 5 2d5/8" 1d3/4" 5 5 .20 1d5/8" 5 5 2d5/8" 2d5/8" 1d3/4" 5 5 2d5/8" 2d5/8" 5 5 5 5 5 5 1d5/8" 2d3/4" 2d5/8" DOBLAN .30 HORIZONTAL 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 JUNTA e=.015 1d5/8" 2d1/2" DOBLAN .30 HORIZONTAL 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 DOBLAN .30 HORIZONTAL 3d1/2" 2d1/2" 3d1/2" 5 1d5/8" 1d3/4" 2d5/8" 2d5/8" 5 5 1d5/8" 2d5/8" 2d5/8" 1d5/8" 5 5 5 5 2d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 1d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 1d3/4" 1d5/8" 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" DOBLAN .30 HORIZONTAL 5 5 5 5 2d5/8" 2d5/8" 3d1/2" 3d1/2" 5 5 5 1d1/2" 3d1/2" 3d1/2" 2d1/2" 3d1/2" 4d5/8" 2d1" 5 5 5 1d1"+1d3/4" 3d3/4" 3d3/4" 3d3/4" 3d3/4" 3d3/4" 3d3/4" 3d3/4" 3d3/4" 5 5 5 5 5 5 5 3d3/4" 4d5/8" 1d3/4" 2d3/4" 2d1" 5 5 5 5 5 3d3/4" 3d3/4" 2d1" 2d3/4" 5 1d1"+1d3/4" 5 5 5 5 5 5 5 5 3d3/4" 3d3/4" 3d3/4" 3d3/4" 2d1" 2d3/4" 3/8"d:1@.05,3@.15 5 5 5 5 3d3/4" 3d3/4" 2d1" 1d3/4" 2d1" 5 5 5 5 3d3/4" 3d3/4" 1d3/4" 3d3/4" 3d3/4" 1d1"+1d3/4" 2d3/4" 2d3/4" 1d3/4" 3d3/4" 5 3d1" 3d1" 5 2d1" 5 5 5 5 5 5 5 3d3/4" 3d1" 5 3d3/4" 3d3/4" 3d3/4" 2d3/4" 2d3/4" 3d3/4" 3d3/4" 5 1d3/4" 5 2d1" 5 5 5 3d3/4" 1d3/4" 3d3/4" 5 5 5 2d1" 3d3/4" 2d3/4" 3d3/4" 5 5 2d3/4" 5 5 3d3/4" 3d3/4" 1d3/4" 3d3/4" 3/8"d:1@.05,4@.15,5@.30 3/8"d:1@.05,4@.15,5@.30 3/8"d:1@.05,4@.15,5@.30 3d5/8" 5 5 5 3/8"d:1@.05,4@.10 1d5/8" 5 5 5 5 3d5/8" 2d1/2" JUNTA e=.015 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 3/8"d:1@.05,4@.15,5@.30 3/8"d:1@.05,4@.15,5@.30 3/8"d:1@.05,4@.15,5@.30 2d3/4" 5 3d3/4" 5 3d3/4" 2d3/4" 3d3/4" 2d1" 5 5 5 5 3d3/4" 1d3/4" 3d3/4" 5 5 5 3d3/4" 3d3/4" 2d1" VIGA V-22 (.25x.70) 3/8"d:1@.05,4@.15,Rto.@.30 4d5/8" 6.899999999999971 6.899999999999971 6.899999999999971 6.899999999999971 2d5/8" 2d5/8" 1d3/4" 1d5/8" 1d3/4" 1d5/8" VIGA V-25 (VAR.x.70);(.15x.70) 5 5 5 5 5 5 2d5/8" 2d5/8" 1d5/8" 5 5 1d5/8" 2d5/8" 2d5/8" 1d5/8" 5 5 2d5/8" 2d5/8" 1d3/4" 1d5/8" 2d5/8" 2d5/8" 1d3/4" 1d5/8" 3/8"d:1@.05,4@.15,Rto.@.30 4d3/4" 5 5 5 5 5 5 3d1" 3d3/4" 5 5 3/8"d:1@.05,4@.15,Rto.@.30 VIGA V-1 (.25x.70) 4d5/8" 5 5 5 5 5 5 3d3/4" 3d3/4" 3d3/4" 2d1" 2d3/4" 2d1" 2d3/4" 3d3/4" 3/8"d:1@.05,8@.15,4@.25 3d3/4" 2d3/4" 3d3/4" 3/8"d:1@.05,3@.15 5 1d1"+2d3/4" 3d3/4" 5 5 5 3d3/4" 3d3/4" 3d3/4" 1d3/4" 5 5 5 3d1" 3d1" 1d3/4" 3d3/4" 5 5 5 2d1" 3d3/4" 2d3/4" 3d3/4" 2d3/4" 5 3/8"d:1@.05,3@.15 5 5 3d3/4" 5 2d3/4" 3d3/4" 5 3d3/4" 5 5 3d3/4" 3d1" 5 5 3/8"d:1@.05,8@.15,3@.30 5 2d5/8" 2d5/8" 3/8"d:1@.05,8@.15,3@.30 5 VIGA V-2 (.25x.70);(.25x.70) INV. 2d5/8" 5 3/8"d:1@.05,8@.15,3@.30 5 5 2d5/8" 2d5/8" 3/8"d:1@.05,8@.15,3@.30 1d5/8" 5 2d5/8" 2d5/8" 5 3/8"d:1@.05,8@.15,3@.30 2d5/8" 5 5 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 1d3/4" 2d3/4" VIGA V-33 (.30x.70) 5 2d3/4" 2d3/4" 5 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 1d3/4" 1d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 VIGA V-34 (.25x.70) 5 3/8"d:1@.05,8@.15,3@.30 5 2d5/8" 3/8"d:1@.05,8@.15,3@.30 5 1d5/8" 5 1d5/8" 2d5/8" 3/8"d:1@.05,8@.15,3@.30 5 1d3/4" 2d5/8" 2d5/8" 5 2d5/8" 5 2d5/8" 5 5 2d3/4" 2d5/8" 1d5/8" 5 DOBLAN .30 HORIZONTAL VIGA V-35 (.25x.70) 5 5 5 3/8"d:1@.05,8@.15,3@.30 5 1d5/8" 2d5/8" 2d5/8" 5 5 3/8"d:1@.05,8@.15,3@.30 1d5/8" 5 2d5/8" 2d5/8" 5 1d5/8" 5 5 3/8"d:1@.05,4@.15,Rto.@.30 VIGA V-36 (.25x.70) 5 4d5/8" 5 5 VIGA V-37 (.40x.70) 3/8"d:1@.05,4@.15 5 5 3/8"d:1@.05,8@.15,7@.30 5 5 2d1" 3/8"d:1@.05,4@.15 5 1d3/4" 3d3/4" 3d3/4" 5 5 5 2d3/4" 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,8@.15,5@.25 3d3/4" 5 5 3d1" 3d1" 3/8"d:1@.05,8@.15,9@.30 3d1" 3d3/4" 1d3/4" 3d3/4" 5 3d3/4" 3d3/4" 5 3/8"d:1@.05,8@.15,9@.30 5 VIGA V-38 (.40x.70) 5 5 5 2d3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 2d5/8" 2d5/8" L C C L VIGA V-1 (.25x.70) INV. 5 3/8"d:1@.05,4@.15,Rto.@.30 5 5 4d5/8" 1/4"d:1@.05,4@.10,Rto.@.25 VIGA V-3 (.40x.20) 3d3/8"+3d1/2" 3d1/2" .20 5 DOBLAN .30 HORIZONTAL 5 VIGA V-4 (.30x.70) INV. 5 3/8"d:1@.05,8@.15,3@.30 10.77683337597369 2d3/4" 2d5/8" 5 5 5 5 -5.323166624026336 -5.323166624026336 2d5/8" 1/4"d:1@.05,4@.10,Rto.@.25 VIGA V-5 (.40x.20) 5 6d1/2" .20 -5.423166624026334 -5.423166624026334 5 5 3/8"d:1@.05,8@.15,3@.30 5 2d5/8" 2d5/8" 5 5 3/8"d:1@.05,8@.15,3@.30 1d5/8" 5 1d5/8" 5 VIGA V-6 (.25x.70) INV. 5 5 2d5/8" 2d5/8" 5 3/8"d:1@.05,8@.15,3@.30 1d5/8" 5 -5.423166624026334 5 3/8"d:1@.05,8@.15,3@.30 5 2d5/8" 2d5/8" 1d3/4" 5 2d5/8" 2d5/8" 5 1d5/8" 2d5/8" 5 5 5 5 5 5 3/8"d:1@.05,4@.15,5@.30 2d5/8" 2d5/8" 5 3/8"d:1@.05,4@.15,5@.30 5 VIGA V-7 (.30x.70) INV. 5 2d5/8" 2d5/8" 3/8"d:1@.05,4@.15,5@.30 2d5/8" 2d5/8" 3/8"d:1@.05,4@.15,5@.30 5 2d5/8" 2d3/4" 5 0.0 0.0 DOBLAN .30 HORIZONTAL -19.5872519461847 -19.5872519461847 5 5 5 3/8"d:1@.05,8@.15,6@.30 -17.52213322802434 -17.52213322802434 -17.52213322802434 1d3/4" 2d3/4" 5 3/8"d:1@.05,8@.15,3@.30 5 5 VIGA V-8 (.25x.70);(.30x.70) 5 2d5/8" 2d5/8" 5 5 5 5 -5.323166624026336 1d3/4" -5.323166624026336 -5.323166624026336 1d5/8" 2d5/8" 2d5/8" VIGA V-9 (.40x.70) INV. 5 5 5 1d3/4"+2d5/8" 5 3/8"d:1@.05,8@.15,2@.30 3/8"d:1@.05,8@.15,8@.30 3d5/8" 5 5 2d3/4" 5 5 5 3d5/8" 1d3/4"+1d5/8" 5 5 3/8"d:1@.05,8@.15,2@.25 1d3/4"+2d5/8" 5 VIGA V-10 (.30x.70) INV. (.40x.70) INV. 5 3/8"d:1@.05,3@.15 5 3/8"d:1@.05,8@.15,7@.30 5 5 1d3/4"+1d5/8" 3/8"d:1@.05,4@.15 5 3d5/8" 5 5 1d3/4" 5 5 5 -3.677482574181774 -3.677482574181774 -3.677482574181774 1d3/4"+2d5/8" 3d5/8" 1d3/4"+2d5/8" 5 5 5 5 VIGA V-11 (.40x.70) INV. 5 3/8"d:1@.05,8@.15 5 3/8"d:1@.05,5@.15 5 1d3/4"+2d5/8" 5 3d5/8" 3/8"d:1@.05,8@.15,7@.30 5 5 2d5/8' 3/8"d:1@.05,4@.15 5 5 5 1d3/4" 5 5 5 3d5/8" 1d3/4"+2d5/8" 5 5 5 5 5 3/8"d:1@.05,8@.15,4@.25 1d3/4"+2d5/8" 5 3d3/4" VIGA V-12 (.40x.70) INV. 5 3/8"d:1@.05,8@.15,9@.30 5 1d3/4" 3/8"d:1@.05,3@.15 5 5 5 2d3/4" 5 5 5 3d5/8" 1d3/4"+2d5/8" 3d5/8" 5 5 5 5 5 5 3/8"d:1@.05,8@.15,9@.30 3/8"d:1@.05,4@.10,2@.25 VIGA V-13 (.40x.20);(.40x.70)INV. 5 3d5/8" 5 2d3/4" 5 3d5/8" 1d3/4" 1d3/4"+2d5/8" 2d3/4" 5 5 3/8"d:1@.05,3@.15 5 5 5 3d1/2" -5.323166624026336 5 5 5 3/8"d:1@.05,8@.15,9@.30 VIGA V-14 (.40x.70) INV. 5 3d5/8" 2d3/4" 3d5/8" 1d3/4" 1d3/4"+2d5/8" 5 5 -0.6999999999999993 -7.623166624026336 -7.623166624026336 -7.623166624026336 -7.623166624026336 -7.623166624026336 3/8"d:1@.05,4@.10 1d3/4"+1d5/8" 5 5 5.35 5 1.50 5 5 5 NOTA.- VER V-17;V-18 Y V-19 EN PLANO E-9 4.605 5 3.225 3/8"d:1@.05,8@.15,2@.25 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d1" -2.300000000000001 -2.300000000000001 -2.300000000000001 2d3/4" 5 5 5 1d5/8" 5 2d1" 5 5 2d3/4" 5 NOTA.- AQUI FINALIZAN LAS VIGAS DEL 2° AL 4° PISO. 5 (.25x.70) (.30x.70) (VAR.x.70) (.15x.70) (.15x.70) (.15x.70) 5 0.0 0.0 .22 APROX. 2.199999999999971 2.199999999999971 2.199999999999971 2.199999999999971 2.299999999999973 2.299999999999973 2.299999999999973 3/8"d:1@.05,4@.15,5@.30 2d5/8" 2d5/8" 3/8"d:1@.05,4@.15,5@.30 2.299999999999973 2d5/8" 2d5/8" 2.299999999999973 3/8"d:1@.05,4@.15,5@.30 2d5/8" 2d5/8" 2.299999999999973 5 (VAR.x70) (VAR.x70) (.15x70) VIGAS 5° PISO: (.25x.70) (.30x.70) 5 2.335 5 5 2d5/8" 2d5/8" MANTENER APUNTALADO ESTE FONDO HASTA HABER DESENCOFRADO LA LOSA DEL TECHO DEL TANQUE ELEVADO. 2d3/4" 2d5/8" PLACA DE SOPORTE DE TANQUE ELEVADO. (.30x.70) 3d3/4" (.40x.70) 5 2 TRAMOS IGUALES ES (5-6 Y 6-7) 5 5 1d3/4"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, columns, DETAIL, details, drawings, DWG, educational, establishment, FOUNDATION, foundations, full, fundament, specifications, structural, structures