Structures Building 6 Floors DWG Plan for AutoCAD

Structures Building 6 Floors DWG Plan for AutoCAD

FOUNDATIONS FOR PLANS 6-storey building; TECHNICAL SPECIFICATIONS; DESIGN INFORMATION seismoresistant; COURT SHOE; ENCOFRADOS OF 1ST TO 6TH FLOOR; SLAB CUTTING; TABLE OF REINFORCING NETS IN WALLS; DETAIL OF BEAMS; CUT AND DETAILS OF BEAMS; DETAILS OF FOUNDATIONS AND MOULD; CUTS AND DETAILS OF STAIRS

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

plant foundation details, residential, draft, plant foundations, fifth floor sixth floor, scale, details cement formwork basement, draft, formwork first floor details, draft, formwork fifth sixth floor, draft, slab variation on floor, scale, wall, detail to, wall, detail to, detail to, wall, wall, detail to, continues similar to the floor, tabiqueria, seismic design information, April, cm., seismic resistant structural system, tp rx ry, x axis: dual system: porticos reinforced concrete walls, axis y: structural walls of reinforced concrete, maximum relative displacement of mezzanine, maximum displacement of the last level, type of foundation foundation plate admissible stress:, foundations of, cement foundation cm walls in basement cm walls cm columns cm beams peraltados cm beams flat slabs cm, non-structural parapet walls may be made of siliceous limestone brick, seismic gasket: sx cm, overloads, see plants, irregular structure, seismic parameters, shear force at the base, cm., coatings, grades compressive strength: f’c, slabs compressive strength ramp: f’c, Technical specifications, shoe strut compression strength: f’c beams beam slabs compression strength: f’c, fy grade reinforcing steel, false zapata: concrete cyclopean cement: concrete plus large stone maximum, steel, simple concrete, reinforced concrete, nfc., nfp, of slab, engineered filler, cut, reinforcement anchor, wall, anchor, mesh, in extremes, false shoe, scale, nfc., nfp, of slab, engineered filler, cut, false shoe, anchor, mesh, controlled filling, engineering, of slab, cut, of slab, reinforcement anchor, anchor, mesh, in extremes, nfc., scale, cut, controlled filling, engineering, of slab, nfc., scale, engineered filler, of slab, corridos, corridos, nfc., cut, scale, nfc., nfp, engineered filler, false shoe, of slab, corridos, end anchor reinforcement, with hook, cut, scale, cut, of slab, engineered filler, wall, cut, scale, of slab, engineered filler, wall, cut, in case of not splicing in the zones indicated with the percentages, For flat beams, the lower steel is spliced ​​onto the supports., overlap joints for beams, the length of splicing equal cms. for wires of cms. for, not splicing more than the total area in the same section., consult the designer., reinforcement, lower, reinforcement, higher, values ​​of, typical anchorage of beams, cut, reinforcement mesh box on walls, see detail, horizontal, vertical, see detail, see detail, of slab, cut, of slab, cut, of slab, cut, cut, cut, of slab, cut, wall, wall, wall of, of slab, cut, Wall, detail, formwork s, scale, seismic separation joint cms, see form floor, general mesh, above, down, mesh up down, deposits, nfp., deposits, nfp., deposits, nfp., deposits, nfp., deposits, nfp., deposits, nfp., deposits, nf

Raw text data extracted from CAD file:

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\A1;.10 \A1;.15 \A1;.10 \A1;.30 \A1;.30 \A1;.25 \A1;.85 \A1;.25 \A1;.85 \A1;.25 \A1;.63 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;0.50 .40 .15 L / 3 L / 4 L / 4 L / 3 L / 3 L / 4 L / 4 \A1;0.70 \A1;0.70 \A1;0.70 PLANTA CIMENTACION - DETALLES \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-01 \fArial|b0|i0|c0|p34;DIBUJO : CONJUNTO RESIDENCIAL PROYECTO : PLANTA CIMENTACIONES V502 (.25 x .80) V507B V507A V503 (.25 x .80) V506 (.25 x .35) V501 (.45 x .15) V501 (.45 x .15) V505 (.25 x .35) 7 7 7 7 7 7 7 7 C1 C1 ENCOFRADO QUINTO Y SEXTO PISO SOBRECARGA QUINTO PISO 200Kg/m2 SEXTO PISO 150 Kg/m2 ESCALA 1/50 P1 P1 P2 P2 8 M18 M18 M8 M8 M17 M19 M8 6 6 6 6 6 6 M19 M5 M20 M5 DETALLES CIMENTACION Y ENCOFRADO SOTANO \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-02 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : ENCOFRADO PRIMER PISO - DETALLES \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 1:25 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-03 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : ENCOFRADO QUINTO Y SEXTO PISO \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-06 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : 5 5 5 5 5 5 D C' B A F G' H I E 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 3' D C B A F G H I E 6'' 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 3' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6'' 5 VARIACION DE LOSA EN 6° PISO ESCALA 1/50 D6 D23 D8 D24 D10 D17 C4 C4 D21 D22 C2 C2 D11 D6 C4 D7 D8 C4 D9 D11 D10 V509 V506 (.25 x .35) V506 (.25 x .35) V506 (.25 x .35) V506 V506 (.25 x .35) C3 V507B V507A V509 C3 V505 (.25 x .35) V505 (.25 x .35) V505 (.25 x .35) 4d3/4" 4d5/8" d 8mm @.20 1d1/2" 5 .15 5 5 5 0.10 d de muro DETALLE 12 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d5/8" d de muro d de muro 5 0.15 0.10 DETALLE 14 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d5/8" DETALLE 13 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 d de muro d de muro 0.15 .15 5 .10 5 4d3/4" 4d5/8" d 8mm @.20 1d1/2" 5 .15 5 5 5 0.10 d de muro DETALLE 15 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 Continúa similar al 5° piso Continúa similar al 5° piso TABIQUERIA INFORMACION DEL DISEÑO SISMORRESISTENTE Y - Y = 0.0010 NTE-E.030 Abril 2003 Y - Y = 0.50 cm. SISTEMA ESTRUCTURAL SISMORRESISTENTE Z = 0.4, U = 1.0, S = 1.4, Tp = 0.9 seg, Rx = 5.25, Ry = 3.00 Eje X: Sistema Dual: Porticos y Muros de Concreto Armado Eje Y: Muros Estructurales de Concreto Armado MAXIMO DESPLAZAMIENTO RELATIVO DE ENTREPISO DESPLAZAMIENTO MAXIMO DEL ULTIMO NIVEL Tipo de cimentación : Platea de cimentacion Esfuerzo admisible: \U+03C3t = 0.84 Kg/cm2 CIMENTACIONES (Ver Estudio de Suelos) Platea de cimentación 7.5 cm Muros en sotano 5.0 cm Muros 2.0 cm Columnas 4.0 cm Vigas peraltadas 4.0 cm Vigas chatas y losas 2.0 cm Los muros y parapetos no estructurales podran ser de ladrillo silico calcareo Junta sísmica: Sx = 7 cm X - X = 0.0058 Vy = 732.9 T SOBRECARGAS Ver Plantas Estructura irregular PARAMETROS SISMICOS FUERZA CORTANTE EN LA BASE X - X = 1.83 cm. Vx = 471.1 T RECUBRIMIENTOS Gradas (e=0.15) Resistencia a la compresión: f'c = 140 Kg/cm2 Losas y rampa (e=0.15m) Resistencia a la compresióm: f'c = 175 Kg/cm2 ESPECIFICACIONES TECNICAS Platea de cimentación, zapatas Resistencia a la compresión: f'c = 175 Kg/cm2 Muros, vigas de cimentacion, columnas, vigas y losas Resistencia a la compresión: f'c = 210 Kg/cm2 Acero de refuerzo Grado 60 fy = 4200 Kg/cm2 Falsa Zapata: Concreto ciclópeo 1:12 Cemento:Hormigón más 30% piedra grande (tamaño máximo 8") ACERO CONCRETO SIMPLE CONCRETO ARMADO 5 1.77 ø3/8"@0.35 ø3/8"@0.35 NFC. -1.50m. 5 5 N-VEREDA +2.175 NFP +.1.73 ø de losa Relleno Controlado de Ingenieria CORTE a-a 5 5 Anclaje de Refuerzo ø de muro Anclaje de la Malla en Extremos 5 5 Falsa Zapata ESCALA 1/25 5 1.77 ø3/8"@0.35 ø3/8"@0.35 NFC. -1.50m. 5 5 N-VEREDA +2.175 NFP +.1.73 ø de losa Relleno Controlado de Ingenieria CORTE a'-a' 5 5 5 5 Falsa Zapata ø8mm@0.25 ø3/8"@0.35 ø1/2"@0.20 Anclaje de la Malla 5 5 Relleno Controlado de Ingeniería ø de Losa CORTE b-b ø de Losa Anclaje de Refuerzo Anclaje de la Malla en Extremos 5 5 5 5 NFC. -1.50m. ESCALA 1/25 ESCALA 1/25 CORTE b'-b' ø8mm@0.25 ø3/8"@0.35 ø1/2"@0.20 Relleno Controlado de Ingeniería ø de Losa ø de Losa 5 5 5 NFC. -1.50m. ESCALA 1/25 Relleno Controlado de Ingenieria ø de Losa 2ø5/8" corridos 8mm @.20 2ø5/8" corridos 5 NFC. -1.50m. CORTE d-d 5 5 5 5 ESCALA 1/25 5 1.77 NFC. -1.50m. 5 NFP +.1.73 Relleno Controlado de Ingenieria Falsa Zapata ø de Losa 2ø5/8" corridos 2ø5/8" corridos 8mm @.20 Refuerzo de Extremo Ancla con Gancho de 0.30 a 90º 5 5 5 5 CORTE c-c ESCALA 1/25 5 5 5 5 P2 P1 3d12mm 2d12mm 5 3d12mm 2d12mm 5 3d12mm 2d12mm 3d12mm 2d12mm 5 5 5 P2 P1 5 10 10 5 5 5 5 5 P1 P2 3d12mm 2d12mm 3d12mm 10 5 5 CORTE 10 3/8" 1@.05, rto.@.10 10 d 12mm 5 5 V 002, 102, 202, 302, 402 (.45 x .15) V 502 (.45 x .15) V 103, 203, 303, 403 5 5 5 5 ø de losa 8ø12mm 8mm@0.25 Relleno Controlado de Ingenieria ø de muro CORTE e-e ESCALA 1/25 5 5 5 5 ø de losa 8ø1/2" 3/8"@0.25 Relleno Controlado de Ingenieria ø de muro CORTE f-f (b) EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS ó CON LOS PORCENTAJES ESPECIFICADOS, (c) PARA LOSAS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO EMPALMES TRASLAPADOS PARA VIGAS LA LONGITUD DE EMPALME IGUAL A 25 cms. PARA FIERROS DE ø 3/8" Y 35 cms. PARA ø 1/2" ó ø 5/8" NOTA.-(a) NO EMPALMAR MAS DEL 50 % DEL AREA TOTAL EN UNA MISMA SECCION. L / 3 L / 4 CONSULTAR AL PROYECTISTA. L / 4 L / 3 L / 3 a L / 4 a L / 4 H .60 .55 .70 REFUERZO 3/8" 1/2" d .40 .40 NFERIOR 5/8" .50 REFUERZO SUPERIOR VALORES DE a ANCLAJE TIPICO DE VIGAS PERALTADAS e e d e 1/2" .30 5/8" .35 12mm .30 3/4" .40 CORTE g-g CORTE h-h CORTE h'-h' CUADRO DE MALLAS DE REFUERZO EN MUROS M2 VER DETALLE M1 d HORIZONTAL # d VERTICAL d 3/8" @ .25 d 1/2 @ .25 M3 M4 d 3/8" @ .275 d 3/8" @ .275 M5 d 3/8" @ .175 d 3/8" @ .30 A d 1/2" @ .20 M6 d 3/8" @ .15 B C M8 M7 M9 M10 M11 M12 M18 M17 M19 M20 M21 M22 M16 M13 M14 M15 VER DETALLE d 1/2" @ .15 d 1/2" @ .125 d 8mm @ .25 d 3/8" @ .275 d 8mm @ .25 d 8mm @ .25 d 8mm @ .25 d 3/8" @ .25 d 3/8" @ .15 d 8mm @ .15 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .175 d 8mm @ .275 d 12mm @ .15 d 8mm @ .325 d 3/8" @ 27.5 d 8mm @ .275 d 3/8" @ .275 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 8mm @ .175 VER DETALLE VER DETALLE d 3/8" @ .20 d 3/8" @ .20 d 12mm @ .15 d 8mm @ 20 d 8mm @ .30 d 8mm @ .30 d 3/8" @ .20 d 8mm @ .20 d 3/8" @ .25 d 3/8" @ .25 d 8mm @ .275 (DOBLE MALLA) d 8mm @ .20 d de Losa 5 5 5 2d1/2" d8mm 2d1/2" 5 CORTE 1 SEMISOTANO,1º, 2º Y 3º PISO) d de Losa 5 5 5 2d5/8" d8mm 2d5/8" 5 CORTE 2 SEMISOTANO,1º, 2º Y 3º PISO) d de Losa 5 5 5 2d1/2" d8mm 2d1/2" 5 CORTE 3 SEMISOTANO,1º, 2º Y 3º PISO) 5 2d1/2" 5 2d1/2" CORTE 4 5 2d12mm 5 2d12mm CORTE 5 d de Losa 5 5 5 2d12mm 1d1/2" 5 CORTE 6 1d3/8" 5 6d1/2" d de muro M2 .10 M1 (1º AL 4º PISO) 6d1/2" 4d12mm d12mm @ .20 5 4d1/2" d de muro M2 .10 M1 (5° y 6° PISO) 4d12mm 2d12mm 5 5 5 ø 1/2"@.20 MURO B (fosa de ascensor) 5 ø 3/8"@.20 (DOBLE MALLA) 5 5 d de Losa d de Losa d 1/4"@.25 d 8 mm @.20 5 5 5 5 2d5/8" 5 2d5/8" CORTE 7 d8mm @ .25 d8mm @ .25 d8mm @ .25 d8mm @ .25 MURO A MURO A MURO B D 02 DETALLE 01 DETALLE 02 V001 (.45 x .15) V002 (.25 x .80) V003 (.25 x .80) P1 P1 P2 P1 1 2 3 4 2 1 4 ENCOFRADO SOTANO SOBRECARGA 200Kg/m2 ESCALA 1/50 M15 M15 M2 5 M15 M15 D 03 5 5 5 5 5 5 D C B A F G H I E 5 5 C B A G H I 5 5 5 5 Junta de Separación Sísmica = 7 cms Junta de Separación Sísmica = 7 cms 6 5'' 5' 6 5'' 5' 5 5 5 5 V002 (.30 x .15) V002 (.30 x .15) Ver Encofrado 1° piso Malla General ø1/4"@0.30 arriba ø1/4"@0.60 abajo D17 D18 D19 D20 D21 D22 D20 Malla ø8mm @0.30 arriba y abajo 5 5 A1 A1 8 8 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.77 DEPOSITOS NFP. -0.25 SSHH NFP. -0.25 GUARDIAN NFP. -0.25 5 5 5 5 5 5 D C' B A F G' H I E 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' D C B A F G H I E 6'' 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 6'' DORMITORIO 1 NFP. +1.73 DORMITORIO 2 NFP. +1.73 COMEDOR SALA SALA COMEDOR DORMITORIO 2 DORMITORIO 1 NFP. +1.73 NFP. +1.73 NFP. +1.73 NFP. +1.73 NFP. +1.73 NFP. +1.73 DEPOSITOS NFP. -0.25 DEPOSITOS NFP. -0.25 DEPOSITOS NFP. -0.25 DEPOSITOS NFP. -0.25 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO a' a a' a a' a b' b b b' e e g i j f h h f h h h h c e e f e c d e e e e d c' f f e f c' Malla Malla Malla General POZO DEL ASCENSOR Losa Maciza h=20cms Malla ø 8mm @ .25 arriba y abajo Junta de Separación Sísmica = 7 cms Junta de Separación Sísmica = 7 cms NFP. -0.25 5 ø de muro VER PLANO E-02 NFC. -4.45 D6 D23 D8 D24 D10 D17 D19 D20 D18 D21 D22 C2 C2 P2 P2 D11 D6 D1 D12 D13 D7 D2 D8 D3 D14 D9 D4 D15 D16 D10 D5 VC-02 VC-02 VC-02 VC-02 VC-01 VC-03 VC-01 VC-03 P1 P1 Z1 h=0.50 ø 5/8" @ .20 ø 5/8" @ .20 Z1 h=0.50 ø 5/8" @ .20 ø 5/8" @ .20 D30 D29 D28 D27 D28 D29 D30 D31 D31 5 5 D25 NFP. -0.25 NFP. -0.25 NFP. -0.25 NFP. -0.25 5 5 e h h g g g MURO C MURO C MURO C D25 e e MURO A V102 (.25 x .80) V107 V107 V103 (.25 x .80) V106 (.25 x .15) V106 (.25 x .15) V106 (.25 x .15) V106 (.25 x .15) V101 (.45 x .15) V101 (.45 x .15) V105 (.25 x .40) V104 (.25 x .40) V105 (.25 x .40) V104 (.25 x .40) V105 (.25 x .40) V104 (.25 x .40) V105 (.25 x .40) V104 (.25 x .40) 3 3 3 3 3 V106 1 1 7 2 3 2 1 7 3 3 ENCOFRADO PRIMER PISO SOBRECARGA 200Kg/m2 ESCALA 1/50 P2 P2 C1 C1 5 1.10 5 MURO B 5 5 5 5 5 5 D C' B A F G' H I E 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' D C B A F G H I E 6'' 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6'' 5 V107 V107 D6 D23 D8 D24 D10 D17 D19 D20 D18 D21 D22 C2 C2 D11 D6 D1 D12 D13 D7 D2 D8 D3 D14 D9 D4 D15 D16 D10 D5 D34 2 3 3 2 1 P1 P1 D30 D29 D28 D27 D28 D29 D30 D31 D32 D33 D25 D34 D33 D31 D32 V110 3 3 Malla General ø1/4"@0.50 arriba ø1/4"@0.25 abajo 5 5 ø8mm@0.50 arriba (alternados) A3 A3 A2 A3 A3 ø8mm@0.25 5 5 5 5 ø8mm@0.50 arriba (alternados) A4 A4 Malla General ø3/8"@0.25 arriba y abajo 9 Malla ø3/8" @ .25 arriba y abajo Malla general ø8mm @ .25 abajo ø8mm @ .50 arriba D26 D25 D26 V202 (.25 x .80) V206 V206 V206 V206 V203 (.25 x .80) V206 (.25 x .15) V201 (.45 x .15) V201 (.45 x .15) V204 (.25 x .35) V205 (.35 x .15) V204 (.25 x .35) V205 (.35 x .15) V204 (.25 x .35) V205 (.35 x .15) V204 (.25 x .35) V205 (.35 x .15) 3 3 3 3 3 c 1 7 2 3 2 1 7 3 3 ENCOFRADO SEGUNDO Y TERCER PISO SOBRECARGA 200Kg/m2 ESCALA 1/50 P1 P1 C1 C1 M5 M8 M13 M3 M13 M8 M9 MURO B M3 M3 ENCOFRADO SEGUNDO Y TERCER PISO \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-04 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : 5 5 5 5 5 5 D C' B A F G' H I E 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' D C B A F G H I E 6'' 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6'' 5 V206 (.25 x .15) V206 (.25 x .15) V206 (.25 x .15) V206 V206 (.25 x .15) D6 D23 D8 D24 D10 D17 D19 D20 D18 D21 D22 C2 C2 P2 P2 D11 D6 D1 D12 D13 D7 D2 D8 D3 D14 D9 D4 D15 D16 D10 D5 VC-01 VC-03 VC-01 VC-03 2 3 2 1 P1 P1 D30 D29 D28 D27 D28 D29 D30 D31 D32 D33 D25 D34 D33 D31 D32 V210 3 3 Malla General ø1/4"@0.50 arriba ø1/4"@0.25 abajo 5 5 ø8mm@0.50 arriba (alternados) A3 A3 A2 A3 A3 ø8mm@0.25 5 5 5 5 ø8mm@0.50 arriba (alternados) A4 A4 Malla General ø3/8"@0.25 arriba y abajo Malla ø3/8" @ .25 arriba y abajo D26 D25 D26 V402 (.25 x .80) V407 V403 (.25 x .80) V406 (.25 x .15) V401 (.45 x .15) V401 (.45 x .15) V404 (.25 x .35) V405 (.25 x .15) V404 (.25 x .35) V405 (.25 x .15) V404 (.25 x .35) V405 (.25 x .15) V404 (.25 x .35) V405 (.25 x .15) 3 3 3 3 3 8 8 7 8 8 8 3 ENCOFRADO CUARTO PISO SOBRECARGA 200Kg/m2 ESCALA 1/50 P1 P1 P2 P2 C1 C1 5 1.10 5 6 M8 M2 M4 M2 ENCOFRADO CUARTO PISO - DETALLES \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:50 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-05 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : 5 5 5 5 5 5 D C' B A F G' H I E 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' D C B A F G H I E 6'' 8 7 6' 6 5'' 5' 5 4' 4 3'' 3 2 1 3' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6'' V406 V406 (.25 x .15) V406 (.25 x .15) V406 (.25 x .15) V406 (.25 x .15) D6 D23 D8 D24 D10 D17 D19 D20 D18 D21 D22 C2 C2 D11 D6 D1 D12 D13 D7 D2 D8 D3 D14 D9 D4 D15 D16 D10 D5 V409 V407 V408 Nace C3 V409 V407 V408 Nace C3 V407 C1 2 ø 3/4" 2 ø 3/8" Nace Columna C3 ø Columna t' 5 5 5 5 5 t 2 ø 3/4" + 1d 5/8" u u' d3/8", 2@.05, RTO.@.15 V408 (.25 x .80) 5 5 2d3/4" 1d5/8" CORTE u 4d3/4" 5 5 2d3/4" CORTE u' 5 2d3/4" 5 5 2d3/4" 1d5/8" CORTE t 4d3/4" 5 5 2d3/4" CORTE t' 2d3/4" d3/8", 1@.05, 8@.10, RTO.@.30 5 2 ø 1/2" v' 2 ø 1/2" 2 ø 3/8" 2 ø 3/8" 5 5 C1 NIVEL DE LOSA 5º PISO + 14.23 6º PISO + 16.73 5 V507B, V607B (.15 x .40) d3/8", 1@.05, 8@.10, RTO.@.30 5 2 ø 1/2" v 2 ø 1/2" 2 ø 3/8" 2 ø 3/8" 5 5 C1 NIVEL DE LOSA 5º PISO + 12.25 6º PISO + 14.75 5 V507A, V607A (.15 x .40) 5 5 2d1/2" CORTE v 2d3/8" 8 2 1 P1 P1 D30 D29 D28 D27 D28 D29 D30 D31 D32 D33 D25 D34 D33 D31 D32 V410 5 5 ø8mm@0.60 (alternados) A9 A9 A10 A9 A9 ø8mm@0.30 5 5 5 5 ø8mm@0.50 arriba (alternados) A4 A4 Malla General ø3/8"@0.25 arriba y abajo Malla ø3/8" @ .25 arriba y abajo D25 6 6 6 6 6 3 3 M1 M3 M3 M3 M3 M2 M1 Ver Niveles en Detalle Ver Niveles en Detalle Ver Niveles en Detalle Malla general ø8mm @ .25 abajo ø8mm @ .50 arriba Malla general ø8mm @ .25 abajo ø8mm @ .50 arriba 5 5 ø8mm @ .25 5 5 ø8mm @ .25 CISTERNA k l l ø 1/2" @ 0.175 arriba ø 1/2" @ 0.35 abajo MURO A MURO C MURO B MURO B 5 5 5 5 5 5 Z2 (ver detalle en plano E-02) Z2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L1 5 5 ø 1/2" @ 0.25 abajo L1 L2 f 5 5 ø 1/2" @ 0.2o abajo L2 ø 12mm @ 0.175 arriba ø 12mm @ 0.35 abajo ø 8mm @ 0.20 arriba ø 8mm @ 0.40 abajo Malla ø 8mm @ 0.20 arriba ø 8mm @ 0.40 abajo L3 ø 8mm @ 0.25 abajo 5 5 L3 e L3 L3 L3 L3 L3 L3 e L3 L3 M2 M1 M3 M5 M6 M6 M4 M3 M2 M2 M7 M6 M5 M8 h M15 M15 M8 M15 M15 M10 M9 M11 M14 M11 M12 M10 M2 M9 M6 M6 M6 M6 M6 M16 M16 5 5 VER NIVEL EN PLANTA VER NIVEL EN PLANTA 5 5 5 Jardin Jardin 5 5 2ø5/8" corridos 2ø3/4" corridos 8mm @.30 5 NFC. -1.50m. ø 8 mm@.20 ø 3/8@ 0.20 5 ø de Losa 2ø3/4" corridos 8mm @.20 2ø5/8" corridos ø de Losa 5 5 5 1 ø 3/8" 5 2ø3/4" corridos 8mm @.20 2ø5/8" corridos ø de Losa 5 5 1 ø 3/8" 5 1 ø 8mm ø 1/4 "@ 0.20 NFC. -1.50m. NFC. -1.50m. Relleno Controlado de Ingenieria Relleno Controlado de Ingenieria 5 Relleno Controlado de Ingenieria ø de muro 2ø5/8" corridos 2ø5/8" corridos 8mm @.20 Refuerzo de Extremo Ancla con Gancho de 0.30 a 90º 5 5 5 CORTE c'-c' ESCALA 1/25 ø de muro NFC. -1.50m. ø de losa ESCALA 1/25 ESCALA 1/25 ESCALA 1/25 NFC. -4.45m. 5 5 5 ø de muro B ø 8mm @0.25 5 CORTE j-j ESCALA 1/25 ø de techo de cisterna 5 5 5 5 5 5 NFC. -4.45m. Cisterna ø8mm@0.25 ø3/8"@0.35 ø1/2"@0.20 ø de techo de cisterna 5 5 5 5 5 NFC. -4.45m. Cisterna ø8mm@0.25 ø3/8"@0.35 ø1/2"@0.20 ø de losa maciza 5 ø de techo de cisterna 5 5 5 5 NFC. -4.45m. ø8mm@0.25 ø3/8"@0.35 ø1/2"@0.20 ø de losa maciza 5 5 5 ø 8mm @0.25 5 5 ø 8mm @0.25 Cisterna Fosa ascensor CORTE i-i ESCALA 1/25 CORTE l-l ESCALA 1/25 CORTE k-k ESCALA 1/25 ø 8 mm @ 0.25 abajo ø 8 mm @ 0.50 arriba ø 1/4" @ 0.25 abajo ø 1/4" @ 0.50 arriba C2 P2 DB Detalle DB d de muro B 4 ø 5/8" 3/8" @.25 5 ø 1/2"@.40 MURO B (1° al 6° piso) 5 ø 1/2"@.20 5 5 Techo de Cisterna ESCALA 1/25 s/c 200 Kg/cm2 Z2 (malla ø 5/8" @ 0.20 5 5 5 Losa e=0.30m Losa e=0.30m Z2 Z2 5 5 5 5 Z2 (malla ø 5/8" @ 0.20 11 3/8" 1@.05, 12@.10, rto.@.25 VC 01 (.25 x .60) ESCALA 1/25 NFC. -1.50m. 6 ø 1" 2 ø 5/8" 3 ø 1" 6 ø 1" C1 5 5 5 NFC. -1.50m. 2 ø 5/8" 3 ø 1" 4 ø 1" 2 ø 5/8" 2 ø 1" Corte 11-11 5 5 4 ø 1" 2 ø 5/8" 2 ø 1" Corte 12-12 VC 02 (.25 x .60) ESCALA 1/25 12 12 VC 03 (.30 x .50) ESCALA 1/25 5 5 3 ø 3/4" 2 ø 5/8" Corte 13-13 VC 02 5 5 NFC. -1.50m. 5 5 5 5 C1 5 2ø8mm 5 CORTE 8 2ø8mm A1 A1 5 Detalle de escalera ESCALA 1/25 s/c 250 Kg/cm2 5 E=0.15m 5 5 ø de losa de cimentación losa maciza ø 1/2"@.175 ø 3/8"@.20 losa maciza losa maciza 5 5 8 mm @ 0.30 anclan en Viga y muro B ø 1/2"@.175 ø 3/8"@.20 E=0.20m E=0.15m 0.15 0.15 0.15 0.15 Tramo 01 Tramos 02, 04, 06, 08, 10 Tramos 03, 05, 07, 09 8 mm @ 0.20 losa maciza losa maciza ESCALA 1/25 ESCALA 1/25 ESCALA 1/25 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 01 (1º Y 2º PISO) 5 4d12mm 4d5/8" 5 d de muro 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 01 (3º PISO) 5 2d12mm 4d5/8" 5 3/8" 1@.05, 3@.10, rto.@.25 1 5 DETALLE 01 (4º PISO) 5 4d5/8" 5 5 DETALLE 02 (1º Y 2º PISO) 5 2d12mm 4d5/8" 5 d de muro 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 02 (3º PISO) 5 2d12mm 4d5/8" 5 DETALLE 02 (4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 3/8" 1@.05, 3@.10, rto.@.25 1 5 5 4d5/8" 5 5 DETALLE 04 (1º Y 2º PISO) 5 2d12mm 4d5/8" 5 d de muro 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 04 (3º PISO) 5 2d12mm 4d5/8" 5 DETALLE 04 (4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 3/8" 1@.05, 3@.10, rto.@.25 1 5 5 4d5/8" 5 5 5 3/8" 1@.05, 3@.10, rto.@.25 2 4d5/8" d de muro DETALLE 03 (1º AL 4º PISO) 5 5 6d5/8" d de muro 0.10 .15 .10 DETALLE 06 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro 0.10 DETALLE 06 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 05 (1º Y 2º PISO) 5 4d12mm 4d5/8" d de muro 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 05 (3º PISO) 5 2d12mm 4d5/8" 3/8" 1@.05, 3@.10, rto.@.25 1 5 DETALLE 05 (4º PISO) 5 4d5/8" 0.10 0.10 0.10 1d 5/8" Adicional d de muro 1d 5/8" Adicional d de muro 1d 1/2" Adicional 1d 5/8" Adicional d de muro 1d 5/8" Adicional d de muro 1d 5/8" Adicional 2d 5/8" Adicionales 1d 5/8" Adicional d de muro 1d 5/8" Adicional d de muro 1d 1/2" Adicional 1d 5/8" Adicional d de muro 1d 5/8" Adicional d de muro 1d 1/2" Adicional 5 6d5/8" d de muro .15 .10 DETALLE 07 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro DETALLE 07 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 4d5/8" 5 .15 2d12mm 5 .15 3/8" 1@.05, 3@.10, rto.@.25 2 DETALLE 08 (1º AL 4º PISO) DETALLE 08 (5º Y 6º PISO) 4d5/8" 5 2d12mm 5 .15 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro .15 .10 DETALLE 09 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro DETALLE 09 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 0.15 0.15 0.15 0.15 5 6d5/8" d de muro 0.10 .15 .10 DETALLE 10 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro 0.10 DETALLE 10 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 5 6d5/8" 5 d de muro d de muro 0.10 3/8" 1@.05, 3@.10, rto.@.25 2 DETALLE 11 (1º AL 4º PISO) 5 4d5/8" d de muro 0.10 3/8" 1@.05, 3@.10, rto.@.25 1 DETALLE 11 (5º Y 6º PISO) 5 6d5/8" 5 d de muro d de muro 0.10 3/8" 1@.05, 3@.10, rto.@.25 2 DETALLE 16 (1º AL 4º PISO) 5 4d5/8" d de muro d de muro 0.10 3/8" 1@.05, 3@.10, rto.@.25 1 DETALLE 16 (5º Y 6º PISO) 6d5/8" DETALLE 17 (SEMISOTANO) 3/8" 1@.05, rto.@.25 2 5 5 5 .15 5 3/8"d@.25 d de muro DETALLE 17 (1º AL 4º PISO) 3/8" 1@.05, rto.@.25 2 5 5 .15 5 3/8"d@.25 d de muro 0.10 4d5/8" DETALLE 17 (5º Y 6º PISO) 3/8" 1@.05, rto.@.25 1 5 5 .15 5 3/8"d@.25 d de muro 0.10 DETALLE 18 (1º AL 4º PISO) DETALLE 19 (1º AL 4º PISO) 6d5/8" 3/8" 1@.05, 3@.10, rto.@.25 2 3/8" 1@.05, 3@.10, rto.@.25 2 4d3/4" 2d5/8" 5 5 d de muro 0.10 d de muro 0.10 0.10 5 5 5 d de muro 4d5/8" 1d5/8" 1d5/8" 1d5/8" 6d5/8" 3/8" 1@.05, 3@.10, rto.@.25 2 DETALLE 20 (1º AL 4º PISO) DETALLE 21 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d3/4" 2d5/8" 5 5 d de muro 0.10 d de muro 0.10 0.10 5 5 5 d de muro 6d5/8" DETALLE 22 (SEMISOTANO) 3/8" 1@.05, rto.@.25 2 5 5 5 .15 5 3/8"d@.25 d de muro DETALLE 22 (1º AL 4º PISO) 3/8" 1@.05, rto.@.25 2 5 5 .15 5 3/8"d@.25 d de muro 0.10 4d5/8" DETALLE 22 (5º Y 6º PISO) 3/8" 1@.05, rto.@.25 1 5 5 .15 5 3/8"d@.25 d de muro 0.10 6d5/8" 5 6d5/8" d de muro .15 .10 DETALLE 23 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 6d5/8" d de muro DETALLE 23 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 .10 0.10 5 6d5/8" d de muro .15 .10 DETALLE 24 (1º AL 4º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 DETALLE 24 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 5 .10 0.10 d de muro 6d5/8" 4d3/4" 2d5/8" 5 5 C1 (1º AL 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d3/4" 2d1/2" 5 5 C3 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d5/8" 5 5 C4 (5º Y 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 C2 (SEMISOTANO AL 6º PISO) 3/8" 1@.05, 3@.10, rto.@.25 2 4d5/8" 2d12mm 5 5 1:25 0.70 2 ø 8mm 2 ø 8mm ø8mm@0.25 Abajo Malla n CORTE n ESCALA 1/50 ESCALA 1/25 ø8mm@0.50 Arriba P1 P1 P2 P2 A5 5 5 ø 8mm @ 0.25 arriba A5 A6 5 5 ø 8mm @ 0.25 arriba ø 8mm @ 0.25 arriba A7 5 5 A7 DETALLE 25 (1º AL 6º PISO) d de muro 4d5/8" 5 5 D25 D25 D26 D26 D26 D26 D26 D26 DETALLE 26 (1º AL 4º PISO) Malla general ø8mm @ .25 abajo ø8mm @ .50 arriba A5 5 ø 8mm @ 0.25 arriba A5 A6 5 5 ø 8mm @ 0.25 arriba ø 8mm @ 0.25 arriba A7 5 5 A7 A5 A5 A6 1 A7 A7 7 9 Ver Niveles en Detalle Ver Niveles en Detalle Ver Niveles en Detalle M2 M1 M3 M5 M6 M6 M4 M3 M2 M7 M6 M8 M15 M15 M8 M15 M15 M10 M11 M14 M11 M10 M9 M6 M6 M6 M6 M2 M1 M3 M5 M6 M6 M4 M3 M1 M7 M6 M8 M15 M15 M8 M15 M15 M10 M11 M14 M11 M10 M9 M6 M6 M6 M6 M15 M15 M15 M15 M10 M11 M14 M11 M16 M6 M6 M6 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 5 5 2d5/8" V409, V509, V609 (.20x.40) 2d5/8" d3/8", 1@.05, 8@.10, RTO.@.30 M16 Malla general ø8mm @ .30 abajo ø8mm @ .60 arriba Malla general ø8mm @ .25 abajo ø8mm @ .50 arriba V510 8 8 V106 (.25 x .15) 7 7 V 001(.45 x .15) 5 5 4d12mm 2d8mm" 5 5 6d12mm 8mm 6@.05, rto.@.10 V 101, 201, 301, 401 (.45 x .15) 5 5 6d12mm 8mm 6@.05, rto.@.10 V 501, 601 (.45 x .15) 5 5 8d12mm 8mm 6@.05, rto.@.10 V 002 (.15 x .30) 8mm 6@.05, rto.@.10 A8 8 8 8 8 5 5 ø 8mm @ 0.2O arriba A8 A6 5 5 A9 8 8 A9 A9 A6 Falso muro (Cajas electricas) Falso muro (Gabinete contra incendio) 9 V111 V211 V411 V511 5 5 3d5/8" V111, V 211, V311, V411, V511, V611 (.25x.35) d3/8", 1@.05, 8@.10, RTO.@.30 3d5/8" VB601 VB601 5 2d1/2" 2d1/2" VB611 (.25x.15) d3/8", 1@.05, RTO@.10 Falso muro (Cajas electricas) Falso muro (Gabinete contra incendio) Falso muro (Cajas electricas) Falso muro (Gabinete contra incendio) Falso muro (Cajas electricas) Falso muro (Gabinete contra incendio) 1:25 1:25 DETALLES DE VIGAS \fArial|b0|i0|c0|p34;PROFESIONAL : \fArial|b0|i0|c0|p34;PROPIETARIO : \fArial|b0|i0|c0|p34;PLANO : 1:25 \fArial|b0|i0|c0|p34;FECHA : \fArial|b0|i0|c0|p34;ESCALA : \fArial|b0|i0|c0|p34;LAMINA : E-07 \fArial|b0|i0|c0|p34;DIBUJO : PROYECTO : d3/8", 1@.05, 8@.10, RTO.@.20 5 EJE A 5 2 ø 12mm VIG 104 (.25 x .40) x 5 5 5 5 5 5 4.88 5 x x x y y y EJE C EJE E EJE G EJE I 2 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 5 EJE A 5 2 ø 12mm x' 5 5 5 5 5 5 x' x' x' y' y' y' EJE C EJE E EJE G EJE I 2 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 V 204, V16 304 (.25 x .35) d3/8", 1@.05, 8@.10, RTO.@.20 5 EJE A 5 2 ø 12mm x' 5 5 5 5 5 x' x' x' y' y' y' EJE C EJE E EJE G EJE I 2 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 d3/8", 1@.05, 8@.10, RTO.@.20 V 404 (.25 x .35) d3/8", 1@.05, 5@.075, RTO.@.15 5 5 2 ø 1/2" x'' 5 5 5 5.00 5 z x'' x'' y y 2 ø 1/2" 1 ø 1/2" 2 ø 1/2" 2 ø 1/2" 2 ø 1/2" 1 ø 1/2" 1 ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 5@.075, RTO.@.15 d3/8", 1@.05, 5@.075, RTO.@.15 d3/8", 1@.05, 5@.075, RTO.@.15 V 105 (.25 x .25) EJE A EJE C EJE E EJE G EJE I 2 ø 1/2" 5 4d1/2" 4d1/2" CORTE x'-x' 5 V 205, 305 (.35 x .15) d8mm, 6@.05, rto. @.125 d3/8", 1@.05, 7@.10, RTO.@.20 5 EJE A 5 2 ø 5/8" VIG 505 (.25 x .35) x''' 5 5 5 5.00 5 5 x''' y''' y''' EJE C EJE E EJE G EJE I 2 ø 5/8" 1 ø 12mm 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 12mm 1 ø 12mm 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 7@.10, RTO.@.20 d3/8", 1@.05, 7@.10, RTO.@.20 d3/8", 1@.05, 7@.10, RTO.@.20 5 2d1/2" 2d1/2" CORTE x'-x' 5 V 106, 206, 306, 406 (.25 x .15) d8mm, 6@.05, rto. @.10 5 VIG 506 (.25 x .35) 5 5 2d5/8" 2d5/8" CORTE x''''-x'''' 5 5 5 2d5/8" 3d5/8" CORTE y''''-y'''' 5 x x 4.88 4.88 4.88 4.88 4.88 4.88 4.88 5 5 2d12mm 3d12mm CORTE x-x 5 d de losa 5 5 3d12mm 2d12mm CORTE y-y 5 d de losa 5 5 3d12mm 2d12mm CORTE y'-y' 5 d de losa 5 5 2d12mm 3d12mm CORTE x'-x' 5 d de losa 5 5 2d1/2" 3d1/2" CORTE x''-x'' 5 5 5 4d1/2" 2d1/2" CORTE y''-y'' 5 5 5 2d1/2" 2d1/2" CORTE z-z 5 5 5 2d5/8" 2d5/8" + 1d12mm CORTE x'''-x''' 5 5 5 2d5/8" 2d5/8" + 1d12mm CORTE y'''-y''' 5 y'' d3/8", 1@.05, 7@.10, RTO.@.20 5 EJE A 5 2 ø 5/8" x'''' 5 5 5 5 5 5 y'''' y'''' EJE C EJE E EJE G EJE I 2 ø 5/8" 1 ø 5/8" 1 ø 5/8" 1 ø 5/8" 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 7@.10, RTO.@.20 d3/8", 1@.05, 7@.10, RTO.@.20 d3/8", 1@.05, 7@.10, RTO.@.20 x '''' x '''' x '''' 4.88 4.88 5 EJE A 5 VIG 605 (.25 x .35) x '''' 5 5 5 5 5 5 y'''' y(iv) EJE C EJE E EJE G EJE I 2 ø 5/8" 1 ø 5/8" 1 ø 5/8" 1 ø 5/8" 1 ø 12mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8", 1@.05, 7@.10, RTO.@.20 d3/8", 1@.05, 7@.10, RTO.@.20 x'''' x'''' x '''' d3/8", 1@.05, 7@.10, RTO.@.20 4.88 4.88 d3/8", 1@.05, 10@.125, RTO.@.30 3 ø 5/8" 5 w 5 5 5 5 3 ø 5/8" w 2 ø 3/8" 2 ø 3/8" 2 ø 3/8" 2 ø 3/8" d3/8", 1@.05, 10@.125, RTO.@.30 VIG 107, 207, 307 (.25 x .70) NIVEL DE LOSA SEMISOTANO + 1.73 1º PISO + 4.23 2º PISO + 6.73 3º PISO + 9.23 NIVEL DE LOSA 1º PISO + 2.25 2º PISO + 4.75 3º PISO + 7.25 4º PISO + 9.75 5 5 3d5/8" 3d5/8" CORTE w 2d3/8" DETALLE DE DOBLADO DE ESTRIBOS 5 A ESPECIFICADO 5 ø DE COLUMNA O VIGA R 5 ESPECIFICADO 1/4" 8mm ø 13cm. 10cm. 2cm. 2.5cm. R A 3/8" 15cm. 3cm. M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M13 M13 M8 M8 M12 M12 M12 M16 M16 M16 M16 M7 M7 M3 M3 M12 D34 M12 M12 M16 M16 M10 M9 M8 M13 M13 M6 M6 M6 M7 M5 M6 M6 M5 M19 M19 M19 M22 M22 M1 M1 d de muro d de muro 1ø5/8" 5 5 2ø12mm 2ø12mm DETALLE 27 (1º AL 4º PISO) d de muro 5 d de muro 6ø 12 mm 1ø 5/8" DETALLE 28 (1º AL 4º PISO) d de muro 5 d de muro 6ø 8mm 1ø 5/8" DETALLE 29 (1º AL 4º PISO) d de muro 5 2ø 12mm 3ø 5/8" 5 5 DETALLE 30 (1º AL 4º PISO) d de muro 5 4ø 12mm 1ø 5/8" d de muro 5 DETALLE 31 (1º AL 4º PISO) 3d12mm 5 5 5 5 d de Losa 5 5 DETALLE DE LOSAS EN SSHH (e=0.25) Malla ø 8mm @ 0.25 d de muro P1 (Del 1° al 6° piso) P2 (Del 1° al 4° piso) P2 (5°y 6° piso) 5 5 3d5/8" 3d5/8" 4d1/2" 5 5 3d5/8" 3d5/8" 4d1/2" 5 5 3d5/8" 3d5/8" 2d1/2" ø 1/2" @ 0.25 ø 1/2" @ 0.25 ø 1/2" @ 0.25 DETALLE 32 (1º AL 4º PISO) 4d1/2" 5 5 d de muro DETALLE 33 (1º AL 4º PISO) d de muro 5 d de muro 6ø 8mm 1ø 1/2" 5 DETALLE 34 (1º AL 4º PISO) 4d1/2" 5 5 d de muro MURO B DB DB DB DB DB DB DB DB DB DB MURO B DB DB DB MURO B 3 ø 3/4" 2 ø 5/8" DB DB DB DB Falso muro (Cajas electricas) 8 mm @ 0.30 anclan en Viga y muro B 8 mm @ 0.20 anclan en Viga y muro B DB M6 M6 M6 M6 M6 A1 5 5 5 2d1/2" CORTE v' 2d3/8" (b) EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS ó CON LOS PORCENTAJES ESPECIFICADOS, (c) PARA LOSAS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO EMPALMES TRASLAPADOS PARA VIGAS LA LONGITUD DE EMPALME IGUAL A 25 cms. PARA FIERROS DE ø 3/8" Y 35 cms. PARA ø 1/2" ó ø 5/8" NOTA.-(a) NO EMPALMAR MAS DEL 50 % DEL AREA TOTAL EN UNA MISMA SECCION. L / 3 L / 4 CONSULTAR AL PROYECTISTA. L / 4 L / 3 L / 3 a L / 4 a L / 4 H .60 .55 .70 REFUERZO 3/8" 1/2" d .40 .40 NFERIOR 5/8" .50 REFUERZO SUPERIOR VALORES DE a 8 8 0.70 0.70 0.70 2 ø 8mm

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, building, court, Design, DWG, erdbebensicher strukturen, floors, foundations, information, plan, plans, seismic structures, seismoresistant, specifications, storey, structures, strukturen, technical