Structural Reinforcement Building7 Floors DWG Full Project for AutoCAD

Structural Reinforcement Building7 Floors DWG Full Project for AutoCAD

Project integral reinforced building 7 levels – Peru – Specifications ; Details and constructive prosesses of reinforced in foundation; jacketed beams; Etc.

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

of mezzanine, separation between columns, free length, floor ceiling formwork npt, lightened slab overload, floor ceiling formwork npt, lightened slab overload, lightened slab overload, Lion, roof formwork on the floor., September, date, review, scale, henry lion, draft, flat, design, structures, drawing, henry lion, sheet, alexander, career lion, Henry, cip, civil engineer, Lion, plant specifications, September, date, review, scale, henry lion, draft, flat, design, structures, drawing, henry lion, sheet, alexander, career lion, Henry, cip, civil engineer, npt foundation plant, footings connected with foundation beams, in the slab, reinforcement, detail, in the slab, reinforcement, detail, in the slab, reinforcement, detail, mesh:, existing beam, sense of, lightened existing, mesh:, sense of, lightened existing, existing, column, sense of, lightened existing, sense of, lightened existing, existing beam, existing, column, existing beam, sense of, lightened existing, sense of, lightened existing, sense of, lightened existing, sense of, lightened existing, existing beam, demolish existing lightweight slab roof bricks, constructive process:, indicated. clean maintain existing steel reinforcement., chop the columns the existing beams until discovering the, figures, existing beam, existing, column, sense of, lightened existing, existing beam, sense of, lightened existing, sense of, lightened existing, sense of, lightened existing, existing beam, prop roof rafters according to the scheme, indicated. figures, apply epoxy glue to bond steel with concrete, old. place new reinforcement of, Existing steel reinforcement. leave the rough surface., reinforcement plate. figures, Apply epoxy glue to paste new concrete with, old. place new reinforcement of, lightened slab. figures, form slab lightened reinforcement plate., stone concrete type tm, figures, Lion, reinforcement details, September, date, review, scale, henry lion, draft, flat, design, structures, drawing, henry lion, sheet, alexander, career lion, Henry, cip, civil engineer, detail, figure, license plate, welding, to. chop existing column surface to see reinforcement, existing. leave rough surface clean., b. Apply epoxy glue to glue steel reinforcement, with old concrete., c. weld stirrups of cores., d. shut down new concrete., figure, existing beam, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, figure, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, figure, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, figure, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, figure, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, mesh:, figure, existing beam, existing, column, sense of, lightened existing, sense of, lightened existing, mesh:, license plate, to. chop surface

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\A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.50 \A1;L/4 \A1;a \A1;L/3 \A1;a \A1;L/4 \A1;L/4 \A1;L/4 \A1;H \A1;L/3 \A1;L/3 \A1;a \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;45° \A1;r \A1;0.90 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.60 \A1;ALTURA DE ENTREPISO \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;Junta 1.5 cm \A1;0.25 \A1;MÁXIMA SEPARACIÓN ENTRE COLUMNETAS = 3.00 m \A1;0.25 \A1;Junta 1.5 cm \A1;MÁXIMA LONGITUD LIBRE = 2.00 m \A1;JUNTA 1.5 cm \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.15 \A1;3.85 \A1;0.15 \A1;0.15 \A1;1.10 \A1;0.15 \A1;1.40 \A1;4.15 \A1;H/6 \A1;2H/3 \A1;H/6 \A1;Le \A1;H \A1;Le \A1;0.60 \A1;0.30 \A1;1.80 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.90 \A1;0.30 \A1;0.85 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 2 3 4 ENCOFRADO DE TECHO DEL 2do.-4to. PISO - NPT +8.20, +11.20, +14.00 (Salvo Indicado) Losa Aligerada h=0,20m. Sobrecarga = 200 kg/m2 y 400 kg/m2 (HOTELES). [ESC. 1/50] 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D VT-01 (0.30x0.50) VT-01 (0.30x0.50) VT-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VT-03 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VT-07 (0.30x0.50) V-B (0.15x0.50) V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 2 3 4 ENCOFRADO DE TECHO DEL 1er. PISO - NPT +2.70 (Salvo Indicado) Losa Aligerada h=0,20m. Sobrecarga = 200 kg/m2 y 400 kg/m2 (HOTELES). [ESC. 1/50] 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) E Losa Aligerada h=0,20m. Sobrecarga = 200 kg/m2 y 400 kg/m2 (HOTELES). [ESC. 1/50] LEÓN Encofrados de Techo del 1er. al 4to. Piso. E-02 Setiembre 2008 FECHA REVISIÓN ESCALA HENRY LEÓN 1/50, 1/25 PROYECTO PLANO DISEÑO Estructuras DIBUJO HENRY LEÓN LÁMINA alexander león carrera henry CIP 84340 INGENIERO CIVIL [ 02 de 05] LEÓN Planta de Cimentación, Detalles, Especificaciones E-01 Setiembre 2008 FECHA REVISIÓN ESCALA HENRY LEÓN 1/50, 1/25 PROYECTO PLANO DISEÑO Estructuras DIBUJO HENRY LEÓN LÁMINA alexander león carrera henry CIP 84340 INGENIERO CIVIL [ 01 de 05 ] PL-3 PLANTA DE CIMENTACIÓN (EXISTENTE) - NPT ±0.00 (Salvo Indicado) ZAPATAS CONECTADAS CON VIGAS DE CIMENTACIÓN [ESC. 1/50] PL-1 PL-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D 1 2 3 4 5 C-1 C-6 C-2 C-2 PL-A C-3 C-7 C-1 VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) 5 5 5 5 5 5 5 5 5 5 d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" EN LOSA REFUERZO DETALLE 3 EN LOSA REFUERZO DETALLE 1 EN LOSA REFUERZO DETALLE 2 MALLA: d3/8" MALLA: d3/8" VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE MALLA: d3/8" MALLA: d3/8" SENTIDO DEL ALIGERADO EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE 2. DEMOLER LADRILLOS DE TECHO Y LOSA ALIGERADA EXISTENTE SEGÚN PROCESO CONSTRUCTIVO: INDICADO. LIMPIAR Y MANTENER REFUERZO DE ACERO EXISTENTE. 3. PICAR LAS COLUMNAS Y LAS VIGAS EXISTENTES HASTA DESCUBRIR EL (VER FIGURAS 1C, 2C y 3C) VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE <> <> <> <> <> 1. APUNTALAR LAS VIGUETAS DE TECHO DE ACUERDO CON EL ESQUEMA INDICADO. (VER FIGURAS 1A, 2A y 3A) 4. APLICAR PEGAMENTO EPÓXICO PARA PEGAR ACERO CON CONCRETO ANTIGUO. (SIKADUR 32 O SIMILAR) COLOCAR REFUERZO NUEVO DE REFUERZO DE ACERO EXISTENTE. DEJAR LA SUPERFICIE RUGOSA. PLACA DE REFUERZO. (VER FIGURAS 1D, 2D y 3D) 5. APLICAR PEGAMENTO EPÓXICO PARA PEGAR CONCRETO NUEVO CON ANTIGUO. (SIKADUR 31 O SIMILAR) COLOCAR REFUERZO NUEVO DE LOSA ALIGERADA. (VER FIGURAS 1E, 2E y 3E) 6. ENCOFRAR PLACA DE REFUERZO Y LOSA ALIGERADA. VACEAR CONCRETO (UTILIZAR PIEDRA TIPO CONFITILLO, TM = 1/2". (VER FIGURAS 1F, 2F y 3F) LEÓN Detalles de Reforzamiento E-04 Setiembre 2008 FECHA REVISIÓN ESCALA HENRY LEÓN 1/50, 1/25 PROYECTO PLANO DISEÑO Estructuras DIBUJO HENRY LEÓN LÁMINA alexander león carrera henry CIP 84340 INGENIERO CIVIL [ 04 de 05 ] DETALLE 1 [ESC. 1/25] FIGURA 1C FIGURA 1B FIGURA 1A FIGURA 1D FIGURA 1E FIGURA 1F PLACA PL-1: 6d5/8" L=1.00 m d3/8"@.25 4d3/4"+2d5/8" 1 d3/8"@.25 <> <> <> <> SOLDADURA SOLDADURA 4d3/4" 1 d3/8"@.25 [ESC. 1/25] A. PICAR SUPERFICIE DE COLUMNA EXISTENTE HASTA VER REFUERZO EXISTENTE. DEJAR SUPERFICIE LIMPIA Y RUGOSA. B. APLICAR PEGAMENTO EPÓXICO PARA PEGAR REFUERZO DE ACERO CON CONCRETO ANTIGUO. C. SOLDAR ESTRIBOS DE NÚCLEOS. D. ENCOFRAR Y VACEAR CONCRETO NUEVO. (AGREGADO, TM=1/2") FIGURA 2A VIGA EXISTENTE <> <> <> VIGA EXISTENTE EXISTENTE COLUMNA <> <> <> SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 2B VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 2C VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 2D VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 2E VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE MALLA: d3/8" MALLA: d3/8" FIGURA 2F VIGA EXISTENTE VIGA EXISTENTE EXISTENTE COLUMNA SENTIDO DEL ALIGERADO EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE MALLA: d3/8" MALLA: d3/8" PLACA PL-2: [ESC. 1/25] A. PICAR SUPERFICIE DE COLUMNA EXISTENTE HASTA VER REFUERZO EXISTENTE. DEJAR SUPERFICIE LIMPIA Y RUGOSA. B. APLICAR PEGAMENTO EPÓXICO PARA PEGAR REFUERZO DE ACERO CON CONCRETO ANTIGUO. C. SOLDAR ESTRIBOS DE NÚCLEOS. D. ENCOFRAR Y VACEAR CONCRETO NUEVO. (AGREGADO, TM=1/2") <> <> <> <> <> EXISTENTE COLUMNA 8d5/8" 2d3/4"+8d5/8" 1 d3/8"@.25 DETALLE 2 [ESC. 1/25] VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE <> <> <> VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A EXISTENTE COLUMNA <> <> <> <> VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A EXISTENTE COLUMNA VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A MALLA: d3/8" MALLA: d3/8" VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE SENTIDO DEL ALIGERADO EXISTENTE FIGURA 3A MALLA: d3/8" MALLA: d3/8" PLACA PL-3: [ESC. 1/25] A. PICAR SUPERFICIE DE COLUMNA EXISTENTE HASTA VER REFUERZO EXISTENTE. DEJAR SUPERFICIE LIMPIA Y RUGOSA. B. APLICAR PEGAMENTO EPÓXICO PARA PEGAR REFUERZO DE ACERO CON CONCRETO ANTIGUO. C. SOLDAR ESTRIBOS DE NÚCLEOS. D. ENCOFRAR Y VACEAR CONCRETO NUEVO. (AGREGADO, TM=1/2") DETALLE 3 [ESC. 1/25] <> <> 8d3/4" 1 d3/8"@.25 <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE <> <> <> <> <> <> <> ELEVACIÓN VIGA VT-01 [ESC. 1/25] ELEVACIÓN VIGA VT-05 [ESC. 1/25] VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> d3/8"@.25 d3/8"@.25 d3/8"@.25 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1.CONCRETO ARMADO E S P E C I F I C A C I O N E S T É C N I C A S 2 RESISTENCIA DEL CONCRETO -FALSA ZAPATA -ZAPATAS, PLATEA Y VIGAS DE CIMENTACIÓN -COLUMNAS -LOSAS Y VIGAS f'c=100 kg/cm f'c=210 kg/cm f'c=210 kg/cm f'c=210 kg/cm 2 2 2 2 ACERO DE REFUERZO -VARILLAS DE FIERRO CORRUGADO fy=4200 kg/cm RECUBRIMIENTOS -ZAPATAS Y VIGAS DE CIMENTACIÓN 7,5 cm. -LOSAS Y VIGAS CHATAS 2,0 cm. -VIGAS Y COLUMNAS 4,0 cm. 2,0 cm. (ESPESOR > 15cm) -VIGAS Y COLUMNAS (ESPESOR <= 15cm) 2.CIMENTACIÓN -TIPO DE CIMENTACIÓN: -ESTRATO DE APOYO: ZAPATAS, PLATEA Y VIGAS DE CONCRETO. LIMOS Y ARCILLAS DE BAJA PLASTICIDAD (ML-CL). -PROFUNDIDAD: MÍNIMO 1,60 m. (SIEMPRE SOBRE EL LIMO Y LA ARCILLA). -PRESIÓN ADMISIBLE q = 0,86 kg/cm (ZAPATAS Y CIMIENTOS) ADM 2 3.SOBRECARGAS -S/C = INDICADAS NOTAS: A. EMPLEAR CEMENTO TIPO I PARA USO GENERAL. B. EN CISTERNA Y TANQUE ELEVADO EMPLEAR CEMENTO TIPO IV. 4. ALBAÑILERÍA -UNIDADES: -MORTERO: TIPO IV (.09x.14x.24) MÁXIMO 25% PERFORACIONES. MORTERO 1:4 (CEMENTO : ARENA) JUNTAS=1.5 cm. MUROS PORTANTES -UNIDADES: -MORTERO: LADRILLO TUBULAR TIPO PANDERETA. MORTERO 1:4 (CEMENTO : ARENA) JUNTAS=1.5 cm. TABIQUERÍA -RESISTENCIA: f'm = 40 kg/cm2. ESPESOR NÚMERO 0.30 1 COLOR NEGRO 0.60 2 NEGRO 0.20 3 NEGRO 0.10 4 NEGRO 0.40 5 NEGRO 0.30 6 NEGRO 0.20 7 NEGRO 0.10 8 8 0.10 21 21 0.10 250 0.10 251 0.10 252 0.10 253 0.10 254 0.10 255 250 251 252 253 254 255 0.20 OTROS NEGRO ESCALA 1:50 (1000 en 50) LÁMINA A-1 G R O S O R E S Y C O L O R E S D E P L U M I L L A S P A R A P L O T E O VC-1 (0.30x0.50) VC-2 (0.25x0.50) VC-2 (0.25x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) N.P.T. -1.30 CISTERNA d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 d1/2"@.10 <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> VIGA DE CIMENTACIÓN VC-01 <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> H=0.60 NFZ=-2.05 ZAPATA 1 H=0.60 NFZ=-2.05 ZAPATA 2 ZAPATA 1 (ORIGINAL) CORTE 1-1 [ESC. 1/25] ZAPATA 1 (REFORZADA) CORTE 1-1 [ESC. 1/25] 1. EL REFUERZO DE LAS ZAPATAS SE REALIZARÁ DE MANERA SECUENCIAL EN CADA UBICACIÓN CORRESPONDIENTE A LAS PROCEDIMIENTO CONSTRUCTIVO COLUMNAS REFORZADAS. 2. SE DEBERÁ APUNTALAR LA ZONA ALEDAÑA A CADA UBICACIÓN CONSIDERANDO EL VOLUMEN DE EXCAVACIÓN A REALIZAR. (VER DETALLE EN PLANTA DE CIMENTACIÓN) SE DEBERÁ CONCLUIR EL REFUERZO DE CADA UBICACIÓN ANTES DE CONTINUAR CON EL SIGUIENTE. 3. SE EXCAVARÁ LA ZONA A REFORZAR HASTA DESCUBRIR LAS CARAS SUPERIOR Y LATERALES DE LA ZAPATA. (VER DETALLE EN PLANTA DE CIMENTACIÓN) 4. SE PICARÁ HASTA UNA PROFUNDIDAD DE 5 cm LAS CARAS DESCUBIERTAS DE LA ZAPATA. (NOTA 1) 6. SE APLICARÁ PEGAMENTO EPÓXICO PARA PEGAR CONCRETOS EN LAS SUPERFICIES RUGOSAS. (NOTA 3) SE DEJARÁN LAS SUPERFICIES EXPUESTAS, RUGOSAS. 8. SE COLOCARÁ EL ACERO DE LOS REFUERZOS DE LA COLUMNA Y LA ZAPATA. (NOTA 4) APLICAR EPÓXICO PARA PEGAR ACERO CON CONCRETO VIEJO. 5. PERFORAR CON TALADRO DE BROCA d5/8" CADA 0.30 m, EN UNA PROFUNDIDAD DE 0.20 m. (NOTA 2) COLOCAR ACERO d1/2"@0.30 Y APLICAR EPÓXICO DE RELLENO. 9. ENCOFRAR ZAPATA Y COLUMNA Y VACEAR CONCRETO NUEVO. d5/8"@.25 d3/4"@.20 d5/8"@.25 d3/4"@.20 d3/4"@.20 d5/8"@.25 d5/8"@.25 d3/4"@.20 d3/4"@.20 N.P.T. -1.30 ASCENSOR 3 3 1 1 2 2 <> <> <> <> NOTA 1 <> <> <> -0.05 N.F.P. d1/2"@.25 DOBLE MALLA REFUERZO d1/2"@.30 DOWELLS <> <> d1/2"@.25 REFUERZO NOTA 2 NOTA 3 (NOTA 5) NOTA 4 NOTA 5 <> <> <> <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> VIGA DE CIMENTACIÓN VC-01 <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> ZAPATA 1 (ORIGINAL) CORTE 3-3 [ESC. 1/25] ZAPATA 1 (REFORZADA) CORTE 3-3 [ESC. 1/25] <> <> <> <> NOTA 1 <> <> <> -0.05 N.F.P. d1/2"@.25 DOBLE MALLA REFUERZO d1/2"@.30 DOWELLS <> <> d1/2"@.25 REFUERZO NOTA 2 NOTA 3 NOTA 4 NOTA 5 <> <> <> d1/2"@.10 INFERIOR REFUERZO d1/2"@.10 INFERIOR REFUERZO <> <> <> <> <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> VIGA DE CIMENTACIÓN VC-01 ZAPATA 2 (ORIGINAL) CORTE 2-2 [ESC. 1/25] d1/2"@.10 INFERIOR REFUERZO <> <> <> -0.05 N.F.P. ZAPATA 2 (REFORZADA) CORTE 2-2 [ESC. 1/25] <> <> <> <> <> <> <> NOTA 2 NOTA 1 NOTA 3 <> <> <> -0.05 N.F.P. <> <> <> d1/2"@.25 DOBLE MALLA REFUERZO d1/2"@.25 REFUERZO NOTA 4 <> <> d1/2"@.30 DOWELLS <> <> <> <> <> <> <> <> PLANTA DE CIMENTACIÓN (REFORZADA) - NPT ±0.00 (Salvo Indicado) ZAPATAS CONECTADAS CON VIGAS DE CIMENTACIÓN [ESC. 1/50] 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D 1 2 3 4 5 C-1 PL-3 C-6 C-2 PL-2 PL-1 C-2 PL-A C-3 C-1 C-1 VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) 5 5 5 5 5 5 5 5 5 N.P.T. ±0.00 N.P.T. ±0.00 VC-1 (0.30x0.50) VC-2 (0.25x0.50) VC-2 (0.25x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) VC-1 (0.30x0.50) N.P.T. -1.30 N.P.T. ±0.00 CISTERNA H=0.60 NFZ=-2.05 ZAPATA 1 H=0.60 NFZ=-2.05 ZAPATA 2 N.P.T. -1.30 ASCENSOR 3 3 1 1 2 2 N.F.P. -0.05 N.F.P. -0.05 N.F.P. -0.05 N.P.T. ±0.00 N.F.P. -0.05 N.P.T. ±0.00 N.F.P. -0.05 N.P.T. ±0.00 N.F.P. -0.05 DOBLE MALLA d1/2"@.25 DOBLE MALLA d1/2"@.25 DOBLE MALLA d1/2"@.25 DOBLE MALLA d1/2"@.25 5 5 LIMOS Y ARCILLAS DE BAJA PLASTICIDAD CON ARENAS FINAS (ML-CL) 1.SUELO DE CIMENTACIÓN 2.PROFUNDIDAD DE CIMENTACIÓN MÍNIMO 1,60 m. (RESPECTO DE LA MENOR COTA DEL NTN). ZAPATAS AISLADAS, COMBINADAS, CONECTADAS Ó ZAPATAS CORRIDAS DE CONCRETO. 3.TIPO DE CIMENTACIÓN 5.ASENTAMIENTOS ASENTAMIENTO MÁXIMO: LEVE. EMPLEAR CEMENTO PORTLAND TIPO I, DE USO GENERAL. 7.AGRESIVIDAD DEL SUELO A LA CIMENTACIÓN CONSULTOR: ING. JAIME AUGUSTO VERGARA PEREZ 6.PARÁMETROS PARA CÁLCULO DE EMPUJE LATERAL d = 11º, Ka = 0,68 RESUMEN DE CONDICIONES DE CIMENTACIÓN 4.CAPACIDAD PORTANTE ADMISIBLE q = 0,86 kg/cm (ZAPATAS CORRIDAS Y AISLADAS) ADM 2 CIP 17351 1,29 cm. ASENTAMIENTO TOLERABLE: 2,54 cm. 4 4 5 5 <> <> <> <> <> <> <> -2.20 N.F.Z. -0.05 N.F.P. <> <> VIGA DE CIMENTACIÓN VC-01 ZAPATA 1 (ORIGINAL) CORTE 4-4 [ESC. 1/25] <> d1/2"@.10 INFERIOR REFUERZO 4 4 <> <> <> -0.05 N.F.P. ZAPATA 2 (REFORZADA) CORTE 4-4 [ESC. 1/25] <> <> NOTA 2 NOTA 1 NOTA 3 <> <> <> <> -0.05 N.F.P. <> <> <> <> <> <> <> <> <> <> <> d1/2"@.25 DOBLE MALLA REFUERZO d1/2"@.25 REFUERZO NOTA 4 <> <> d1/2"@.30 DOWELLS H/6 2H/3 H/6 Le H Le 0.75 3/4" d Le (m) (b) ALTERNAR LOS EMPALMES EN DIFERENTES PISOS. (a) NO EMPALMAR MÁS DEL 50 % DEL ÁREA TOTAL NOTAS: EN UNA MISMA SECCIÓN. Y D E T A L L E S D E M U R O S [SIN ESCALA] E M P A L M E E N C O L U M N A S 1.CONCRETO ARMADO E S P E C I F I C A C I O N E S T É C N I C A S 2 RESISTENCIA DEL CONCRETO -FALSA ZAPATA -ZAPATAS, PLATEA Y VIGAS DE CIMENTACIÓN -COLUMNAS, LOSAS Y VIGAS f'c=100 kg/cm f'c=210 kg/cm f'c=210 kg/cm 2 2 2 ACERO DE REFUERZO -VARILLAS DE FIERRO CORRUGADO fy=4200 kg/cm RECUBRIMIENTOS -ZAPATAS Y VIGAS DE CIMENTACIÓN 7,5 cm. -LOSAS Y VIGAS CHATAS 2,0 cm. -VIGAS Y COLUMNAS 4,0 cm. 2,0 cm. (ESPESOR > 15cm) -VIGAS Y COLUMNAS (ESPESOR <= 15cm) 2.CIMENTACIÓN -TIPO DE CIMENTACIÓN: -ESTRATO DE APOYO: ZAPATAS, PLATEA Y VIGAS DE CONCRETO. -PROFUNDIDAD: -PRESIÓN ADMISIBLE 3.SOBRECARGAS -S/C = INDICADAS NOTAS: A. EMPLEAR CEMENTO TIPO I PARA USO GENERAL. B. EN CISTERNA Y TANQUE ELEVADO EMPLEAR CEMENTO TIPO IV. 4. ALBAÑILERÍA -UNIDADES: -MORTERO: TIPO IV (.09x.14x.24) MÁXIMO 25% PERFORACIONES. MORTERO 1:4 (CEMENTO : ARENA) JUNTAS=1.5 cm. MUROS PORTANTES -UNIDADES: -MORTERO: LADRILLO TUBULAR TIPO PANDERETA. MORTERO 1:4 (CEMENTO : ARENA) JUNTAS=1.5 cm. TABIQUERÍA -RESISTENCIA: f'm = 40 kg/cm2. 0.60 5/8" LIMOS Y ARCILLAS DE BAJA PLASTICIDAD (ML-CL). MÍNIMO 1,60 m. (SIEMPRE SOBRE EL LIMO Y LA ARCILLA). q = 0,86 kg/cm (ZAPATAS Y CIMIENTOS) ADM 2 VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" VT-02 (0.25x0.50) VT-02 (0.25x0.50) VT-03 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) V-B (0.15x0.50) V-B (0.15x0.50) 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) C-6 C-2 C-5 C-2 PL-5 C-3 C-1 PROPUESTO PROPUESTO EXISTENTE EXISTENTE LEÓN Encofrados de Techo del 5to. al 8vo. Piso E-03 Setiembre 2008 FECHA REVISIÓN ESCALA HENRY LEÓN 1/50, 1/25 PROYECTO PLANO DISEÑO Estructuras DIBUJO HENRY LEÓN LÁMINA alexander león carrera henry CIP 84340 INGENIERO CIVIL Establecimiento de Hospedaje [ 03 de 05] 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 2 3 4 ENCOFRADO DE TECHO DEL MEZZANINE - NPT +5.20 (Salvo Indicado) Losa Aligerada h=0,20m. Sobrecarga = 200 kg/m2 y 400 kg/m2 (HOTELES). [ESC. 1/50] 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" EN LOSA REFUERZO DETALLE 3 EN LOSA REFUERZO DETALLE 1 EN LOSA REFUERZO DETALLE 2 VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" VCH-02 VCH-01 VCH-01 V-B (0.15x0.50) V-B (0.15x0.50) 5 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) VCH-03 (0.15x0.20) PROPUESTO EXISTENTE V-B (0.15x0.50) V-B (0.15x0.50) ENCOFRADO DE TECHO DEL 5to.-6to. PISO - NPT +16.80, +19.60 (Salvo Indicado) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 2 3 4 Losa Aligerada h=0,20m. Sobrecarga = 100 kg/m2 (AZOTEA). [ESC. 1/50] 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" EN LOSA REFUERZO DETALLE 3 EN LOSA REFUERZO DETALLE 1 EN LOSA REFUERZO DETALLE 2 VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) PROPUESTO EXISTENTE ENCOFRADO DE TECHO DEL 7mo. PISO - NPT +22.40 (Salvo Indicado) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C B A 5 5 D VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 2 3 4 Losa Aligerada h=0,20m. Sobrecarga = 200 kg/m2 y 400 kg/m2 (HOTELES). [ESC. 1/50] 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" d3/@.25" EN LOSA REFUERZO DETALLE 3 EN LOSA REFUERZO DETALLE 1 EN LOSA REFUERZO DETALLE 2 VT-01 (0.30x0.50) VT-01 (0.30x0.50) VCH-02 VT-02 (0.25x0.50) VT-02 (0.25x0.50) VCH-02 VT-03 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.25x0.50) VT-04 (0.25x0.50) VCH-01 VCH-01 (0.30x0.20) VCH-01 (0.30x0.20) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-05 (0.30x0.50) VT-06 (0.30x0.50) VT-06 (0.30x0.50) VT-07 (0.30x0.50) VCH-01 VT-07 (0.30x0.50) V-B (0.15x0.50) VCH-03 V-B (0.15x0.50) 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" VCH-02 VCH-01 VCH-01 VCH-03 V-B (0.15x0.50) V-B (0.15x0.50) 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" VCH-02 V-B (0.15x0.50) V-B (0.15x0.50) VCH-03 (0.15x0.20) PROPUESTO EXISTENTE 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E C B A 5 5 D 1 2 3 4 Losa Aligerada h=0,20m. Sobrecarga = 100 kg/m2 (AZOTEA). [ESC. 1/50] VT-01 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.30x0.50) VT-05 (0.30x0.50) PROPUESTO EXISTENTE ENCOFRADO DE TECHO DE AZOTEA - NPT +25.00 (Salvo Indicado) d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 N.P.T. +25.00 TANQUE ELEVADO FONDO DE 5 5 N.T.T. +22.40 VB-1 (0.15x0.20) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" LOSA PARA ESCALERA ABRIR DUCTO EN DETALLE 4 VT-02 (0.25x0.50) d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 VT-01 (0.25x0.50) VT-03 (0.25x0.50) VT-04 (0.30x0.50) VT-05 (0.30x0.50) d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 N.P.T. +25.00 TANQUE ELEVADO FONDO DE VT-02 (0.25x0.50) d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 CM-A CM-A CM-A CM-A VM-A VM-A VM-A VM-A VM-A VM-A VM-B VM-B VM-B VM-B VM-B VM-B VM-B VM-B COLUMNA DE MADERA SECCIÓN 6"x6" VIGA DE MADERA SECCIÓN 4"x6" VIGA DE MADERA SECCIÓN 2"x4" 5 ENTRE VIGUETAS ESPACIAMIENTO TÍPICO COBERTURA LIVIANA CALAMINÓN T PENDIENTE 25% VIGA DE MADERA APOYADA EN VIGA DE CONCRETO EXISTENTE ARRANQUE DE ESCALERA DE MEZZANINE C-4 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 1d3/8" 5 5 5 5 VB-1 (0.15x0.20) VB-1 5 1d3/8" 1d3/8" 1d3/8" LEÓN Acero en Elementos Existentes, Detalles E-05 Setiembre 2008 FECHA REVISIÓN ESCALA HENRY LEÓN 1/50, 1/15 PROYECTO PLANO DISEÑO Estructuras DIBUJO HENRY LEÓN LÁMINA alexander león carrera henry CIP 84340 INGENIERO CIVIL [ 05 de 05 ] V-B (0.15x0.50) PL-A PL-A PL-A PL-A C-4 C-5 C-5 C-4 PL-2 C-1 C-1 PL-A PL-A >=L/5 >=L/5 5 5 5 5 5 >=L/5 >=L/5 d 3/8"@ .15 d 3/8"@ .15 d3/8"@.15 d3/8"@.15 5 5 5 5 5 5 5 ESCALERA TIPICA [ESCALA 1/25] 1 1 PL-3 PL-1 PL-2 PL-3 PL-1 PL-2 PL-3 PL-1 PL-2 PL-3 PL-1 PL-2 <> <> <> <> 2d5/8" 1 d3/8":1@.05, resto@.10 EN C/EXTREMO 2d5/8" 2d5/8" 1 d3/8":1@.05, 9@.10, resto@.20 DESDE APOYO 2d5/8" <> <> ELEVACIÓN VIGA VT-05 [ESC. 1/25] <> <> <> <> 1d5/8" VT-01 COLUMNA EXISTENTE VIGA EXISTENTE COLUMNA EXISTENTE <> <> <> ELEVACIÓN VIGA VT-01 [ESC. 1/25] <> <> <> <> <> VT-01 <> COLUMNA EXISTENTE <> <> 2d5/8" 1 d3/8":1@.05, 9@.10, resto@.20 DESDE APOYO 2d5/8" 2d5/8" 1 d3/8":1@.05, 9@.10, resto@.20 EN C/EXTREMO 2d5/8" <> <> <> <> <> ELEVACIÓN VIGA VT-06 [ESC. 1/25] 2d5/8" 1 d3/8":1@.05, 9@.10, resto@.20 EN C/EXTREMO 2d5/8" 3d5/8" <> <> <> <> <> ELEVACIÓN VIGA VT-07 [ESC. 1/25] 2d5/8" 1 d3/8":1@.05, 9@.10, resto@.20 EN C/EXTREMO 2d5/8" 2d5/8" <> VIGA EXISTENTE VIGAS PRINCIPALES EXISTENTES VT-01, VT-05, VT-06 y VT-07 [ESC. 1/25] <> <> <> <> <> 1 1 2 2 2 2 3 3 3 3 3 3 4 4 1-1 [ESC. 1/25] 5 5 4d5/8"+4d3/4" 1 d3/8": 2@.05, 1@.10, 4d3/4" 4d5/8" 2-2 [ESC. 1/25] 5 5 4d5/8"+2d3/4" 2d3/4" 4d5/8" <> <> <> 3-3 [ESC. 1/25] 5 5 2d5/8"+4d3/4" 4d3/4" 2d5/8" 1@.15, resto@.25 desde ambos extremos 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos <> 1 1 1 1 VIGAS SECUNDARIAS EXISTENTES VT-02, VT-03, y VT-04 [ESC. 1/25] <> <> <> <> 6 6 7 7 7 7 6 6 6 6 6 6 5 5 4-4 [ESC. 1/25] 5 5 4d5/8"+4d3/4" 4d3/4" 4d5/8" 1 d3/8": 4@.05, 2@.10, resto@.25 desde ambos extremos 5-5 [ESC. 1/25] 5 5 4d5/8"+2d3/4" 2d3/4" 4d5/8" 1 d3/8": 4@.05, 2@.10, resto@.25 desde ambos extremos 7 7 7 7 6-6 [ESC. 1/25] 5 5 3d5/8"+4d3/4" 1 d3/8": 2@.05, 1@.10, 4d3/4" 3d5/8" 7-7 [ESC. 1/25] 5 5 3d5/8"+2d3/4" 2d3/4" 3d5/8" 1@.15, resto@.25 desde ambos extremos 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos VIGAS CHATAS Y DE BORDE EXISTENTES VCH-01, VCH--02, VCH-03, y V-B [ESC. 1/25] VCH-01 [ESC. 1/25] 5 5 2d1/2"+3d5/8" 1 d3/8": 2@.05, 1@.10, 2d1/2" 3d5/8" VCH-02 [ESC. 1/25] 1@.15, resto@.25 desde ambos extremos 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos 5 5 2d1/2"+3d5/8" 2d1/2" 3d5/8" VCH-03 [ESC. 1/25] 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos 2d1/2" <> 5 V-B [ESC. 1/25] 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos 2d1/2" <> 5 5 T R A S L A P A D O S P A R A V I G A S Y L O S A S L/4 a L/3 a SIENDO LA LONGITUD DE EMPALME IGUAL A INDICADAS o CON LOS PORCENTAJES (b) EN CASO DE NO EMPALMARSE EN LAS ZONAS (a) NO EMPALMAR MÁS DEL 50 % DEL ÁREA L/4 L/4 L/4 H 5/8" 0.50 1/2" 3/8" 0.40 0.40 0.60 0.50 0.40 ANCLAJE L/3 L/3 d COMPRESIÓN TRACCIÓN NOTAS: [SIN ESCALA] 25 cms. PARA FIERROS DE 3/8" Y 35 cms. 0.50 0.40 0.40 0.60 0.50 0.40 VALORES DE "a" REFUERZO INFERIOR REFUERZO SUPERIOR L O N G I T U D E S D E A N C L A J E Y E M P A L M E S TOTAL EN UNA MISMA SECCIÓN. ESPECIFICADOS, AUMENTAR LA LONGITUD (c) PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARÁ SOBRE LOS APOYOS, 3/4" 0.60 0.70 0.60 0.80 E S T R I B O S E N C O L U M N A S Y V I G A S r (cm) D E T A L L E D E D O B L A D O D E a (cm) d 1,2 6,0 1/4" 2,0 10,0 3/8" a ESPECIFICADO ESPECIFICADO 5 r \A1;dCOLUMNA, PLACA O VIGA [SIN ESCALA] <> B B A A A-A [ESC. 1/25] 5 5 3d5/8"+4d3/4" 4d3/4" 3d5/8" 1 d3/8": 4@.05, 2@.10, resto@.25 desde ambos extremos B-B [ESC. 1/25] 5 5 2d5/8"+4d3/4" 4d3/4" 2d5/8" 1 d3/8": 2@.05, 1@.10, 1@.15, resto@.25 desde ambos extremos VIGAS EN VOLADO [ESC. 1/25] DE LOSA ALIGERADA ACERO DE TEMPERATURA d1/4"@.25 5 5 5 5 0.20 [ SIN ESCALA ] DETALLE TÍPICO 0.15 DE LOSA ALIGERADA ACERO DE TEMPERATURA d1/4"@.25 5 5 5 5 0.20 [ SIN ESCALA ] DETALLE TÍPICO 0.15 5 ALTURA DE ENTREPISO N.P.T. 5 5 5 5 5 5 Junta 1.5 cm 5 MÁXIMA SEPARACIÓN ENTRE COLUMNETAS = 3.00 m 5 Junta 1.5 cm MÁXIMA LONGITUD LIBRE = 2.00 m JUNTA 1.5 cm 1d1/2" 1d1/2" SIMILAR TEKNOPOR O RELLENO CON 5 5 5 5 5 5 AISLAMIENTO DE TABIQUERÍA [ESC. 1/25] 5 5 5 5 5 5 2. LAS COLUMNETAS DE ARRIOSTRE SE ARRIOSTRE DE TABIQUERÍA: MUESTRAN EN LAS FIGURAS ADJUNTAS 1. LOS MUROS DE ALBAÑILERÍA QUE ESTÉN EN CONTACTO CON LAS EN UN 70 % o CONSULTAR AL PROYECTISTA. PARA FIERROS DE 1/2" o 5/8". CIMIENTO CORRIDO PLACAS O COLUMNAS DE CONCRETO, SERÁN FIJADOS A ELLOS CON 2 COLUMNETAS [ESC. 1/25] 5 5 4d3/8" - LA SECCIÓN DE LAS COLUMNETAS 1 d3/8": 1@.05, 5@.10, resto@.25 en ambos extremos - LAS COLUMNETAS ESTARÁN LOS MUROS DE ALBAÑILERÍA. - LA SEPARACIÓN ENTRE COLUMNETAS - PARA EL ANCLAJE DE LAS COLUMNETAS EN LAS LOSAS DE - LAS COLUMNETAS SE VACEARÁN POSTERIORMENTE AL VACEADO DE ALAMBRES #8 CADA 3 HILADAS, QUE ENTREN 50 cm EN LOS ELEMENTOS DE CONCRETO. Y TIENEN LAS SIGUIENTES CARACTERÍSTICAS: COMO REFUERZO 4d3/8". ES DE 15 cm x 25 cm Y TIENEN UBICADAS EN LOS EXTREMOS DE SERÁ COMO MÁXIMO, 3.00 m. TECHO SE RETIRARÁN LOS LADRILLOS DE TECHO PARA ALOJAR EL ACERO. LAS VIGAS Y COLUMNAS. 2d1/2" 2d1/2" d3/8"@.15 d3/8"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 C I S T E R N A [ ESCALA 1/25 ] H/6 2H/3 H/6 Le H Le 0.75 3/4" d Le (m) (b) ALTERNAR LOS EMPALMES EN DIFERENTES PISOS. (a) NO EMPALMAR MÁS DEL 50 % DEL ÁREA TOTAL NOTAS: EN UNA MISMA SECCIÓN. Y D E T A L L E S D E M U R O S [SIN ESCALA] E M P A L M E E N C O L U M N A S 0.60 5/8" DETALLE ACERO PL-A (EXISTENTE) [ESCALA: 1/25] Ac. Vertical Ac. Horizontal MEZANINE SEGUNDA PLANTA \fArial|b0|i0|c0|p34;PRIMERA PLANTA \fArial|b1|i0|c0|p34;NIVEL \fArial|b0|i0|c0|p34;bxt d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 3/4" \fArial|b1|i0|c0|p34;C - 1 \fArial|b1|i0|c0|p34;C - 2 17 d 3/4" VARIABLE(Ver Plano) CUADRO DE COLUMNAS EXISTENTES C - 3 16 d 3/4" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. C - 4 14 d 3/4" .30 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. C - 5 16 d 3/4" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. C - 6 12 d 3/4" .40 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt TERCERA PLANTA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt CUARTA PLANTA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt QUINTA PLANTA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt SEXTA PLANTA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt SETIMA PLANTA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt AZOTEA Ac. Vertical Ac. Horizontal \fArial|b0|i0|c0|p34;bxt d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 3/4" 17 d 3/4" VARIABLE(Ver Plano) 16 d 3/4" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 14 d 3/4" .30 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 3/4" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 3/4" .40 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 3/4" 17 d 3/4" VARIABLE(Ver Plano) 16 d 3/4" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 14 d 3/4" .30 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 3/4" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 3/4" .40 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 3/4" 17 d 3/4" VARIABLE(Ver Plano) 16 d 3/4" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 14 d 3/4" .30 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 3/4" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 3/4" .40 x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 17 d 5/8" 0.30 X 0.85 16 d 5/8" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .30 x .60 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 5/8" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .40 x .50 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 5/8" d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 17 d 5/8" 0.30 X 0.85 16 d 5/8" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .30 x .60 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 5/8" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .40 x .50 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 5/8" d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 17 d 5/8" 0.30 X 0.85 16 d 5/8" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .30 x .60 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 5/8" .30x .70 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .40 x .50 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 5/8" d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 17 d 5/8" 0.30 X 0.85 16 d 5/8" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .30 x .60 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 16 d 5/8" .30x .60 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .40 x .50 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. .30 x .60 12 d 5/8" d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 17 d 5/8" 0.30 X 0.85 16 d 5/8" .30 x .85 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 12 d 5/8" .40 x .50 d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. a) 0.30x0.30 4 d 5/8" 6 d 1/2" CIRCULAR: Diam=0.35m d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. d 3/8" : 2 @ .05, 8 @ .10 y R @ .20c/ext. 6 d 1/2" CIRCULAR: Diam=0.35m b) 0.30x0.40 8 d 5/8" ANCLADOS A VIGA EXISTENTE FIERROS: d5/8"@.20, L=0.45m DOBLAN 0.50 m FIERROS DE ESCALERA (HORIZONTALMENTE) ESCALERA MEZZANINE [ESCALA 1/25] <> d3/8"@PASO d1/2"@.20 d3/8"@.20 d3/8"@.20 <> EN CIMIENTO EXISTENTE. ANCLAR d DE ESCALERA Nota: Ver tambien escalera típica Lamina E-05 5 5 5 5 SOLADO ZAPATA EXISTENTE 5 PLACA ARMADA CON DOBLE MALLA V.C.-1 3d 5/8" 2d 3/4" + 1d 5/8" 4d 1/2" d 3/8" @ 0.20m DOBLE MALLA d 3/8" @ 0.30 d 5/8" @ 25 cm. d 3/4" @ 20 cm. ACERO COLUMNAS EXISTENTES [ESCALA: 1/25] C-1 C-2 C-3 C-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-5 C-6 PL-A PL-A \LC O R T E 1 - 1 Edificio de Siete Pisos Establecimiento de Hospedaje Edificio de Siete Pisos Establecimiento de Hospedaje Edificio de Siete Pisos Establecimiento de Hospedaje Edificio de Siete Pisos Establecimiento de Hospedaje Edificio de Siete Pisos

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Plastic, Steel
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Tags	autocad, building, constructive, details, DWG, erdbebensicher strukturen, floors, full, integral, levels, PERU, Project, reinforced, reinforcement, seismic structures, specifications, structural, strukturen