Amphitheatre DWG Section for AutoCAD

Amphitheatre – Plants – Sections – Facades

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

kwh, anti-slip, ceramic floor, ss hh ladies, ss hh males, iron nomenclature, diameter niminal in mm., diameter niminal in sheets, detail of plate of foundation cut a – a, shoe detail, column table, flooring , bb cut, regular slab floor, roof projection, code, description, length, height, window sill, wood, metal, vain box, frontal elevation, samitary drains, on foundation, register box, bronze threaded register, blind box , drain, rainwater drop, sanitary symbols, drain vent, check valve, cold water, gate valve, meter, general valve, drain line, symbol, sab, scd, sdef, sghi, sjkl, rush, bell, pipe for bell , wall or floor pipe, wall or ceiling pipe, telephone outlet, television outlet, bell push button, single – double switch, spot light, fluorescent tube, light center, general board, electric symbols, unifilar digram, coverage , structure of brushed wood graffiti, stage, entrance, hall, anteroom stage, court b – b, ceiling polyemen dressing rooms, sobrecimiento, court c – c, court d – d, dressing room wall, guardiania, sshh, court a – a, court b – b, access ladder to esenario, contraction board, chapel, entrance door, reinforcing steel, legend :, nominal diameter of the rod,: perimeter of the rod,: area of ​​the cross section of the rod,: linear weight of the rod,: maximum spacing between the corrugations of the rod,: minimum height of the corrugations of the rod,: rope of the corrugations of the rod, detail of the railings, note: the railings will be painted with a layer of first before the application of the final paint, post, pit, column, cut aa, cut cc, cross sections, metal railing, retaining wall, grader armor, wall type: simply supported, theory: coulomb, variable, masonry head brick, on top to, foundation, foundations, stone filter, stair armature, front view of bleachers, exit staircase, entrance stairway, lightweight slab, compacted filling, expansion joint, retaining wall, reinforced concrete beam

Raw text data extracted from CAD file:

Tv Kwh 0.55 0.15 0.15 -860.8309811019697 ANTIDESLIZAMIENTO PISO CERAMICO -860.8309811019697 -860.8309811019697 SS HH DAMAS SS HH VARONES P1 P2 P2 P2 P2 P2 P2 P2 P2 \A1;0.60 \A1;0.42 \A1;0.48 \A1;0.58 \A1;0.42 \A1;0.27 \A1;0.17 \A1;0.08 \A1;3.76 \A1;0.30 \A1;3.46 \A1;0.90 \A1;0.40 \A1;0.25 \A1;1.46 \A1;0.52 \A1;0.40 \A1;0.37 \A1;2.26 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.20 \A1;1.34 \A1;0.30 \A1;0.37 \A1;0.61 \A1;0.41 \A1;2.90 \A1;2.60 \A1;0.30 \A1;0.30 \A1;0.80 \A1;1.90 \A1;Variable \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.90 \A1;Variable \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.90 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;3.0000 \A1;2.0628 \A1;4.50 \A1;0.80 \A1;0.45 \A1;0.25 \A1;0.10 \A1;0.80 \A1;0.45 \A1;0.10 \A1;0.40 \A1;0.80 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.15 \A1;1.00 \A1;4.50 \A1;0.50 \A1;2.06 \A1;1.55 \A1;1.80 \A1;1.25 \A1;2.40 \A1;6.97 \A1;0.15 \A1;3.30 \A1;0.15 \A1;1.05 \A1;0.50 \A1;0.80 \A1;0.50 \A1;0.25 \A1;5.50 \A1;2.51 \A1;5.98 \A1;1.88 \A1;1.20 \A1;0.94 \A1;1.62 \A1;1.80 \A1;0.12 \A1;0.12 \A1;0.15 \A1;0.20 \A1;0.12 \A1;0.12 \A1;0.68 \A1;0.80 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.15 \A1;0.27 \A1;0.50 \A1;0.80 \A1;0.50 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.27 \A1;0.15 \A1;0.27 \A1;0.27 \A1;0.13 \A1;0.27 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.27 \A1;0.27 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.47 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.13 \A1;0.20 \A1;0.15 \A1;8.60 \A1;4.00 \A1;4.00 \A1;8.90 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.40 \A1;7.78 \A1;2.81 \A1;1.73 \A1;1.20 \A1;3.12 \A1;0.35 \A1;0.15 \A1;1.58 \A1;1.35 \A1;0.20 \A1;1.60 \A1;1.35 \A1;1.40 \A1;0.85 \A1;2.66 \A1;0.05 \A1;1.49 \A1;1.26 \A1;1.40 \A1;1.49 \A1;0.54 \A1;0.15 \A1;0.27 \A1;7.01 \A1;1.50 \A1;4.11 \A1;0.20 \A1;2.67 \A1;2.11 \A1;3.00 \A1;1.00 \A1;31.62 \A1;22.09 \A1;5.51 \A1;0.15 ,400 ,400 2,403 2,850 1,375 2,825 1,399 4,047 1,503 ,500 ,400 ,800 2,850 2,825 ,150 ,150 ,150 ,150 ,150 ,125 ,150 ,125 ,150 ,150 ,176 ,147 ,500 1,375 ,300 1,399 1,375 2,825 2,850 4,047 1,399 2,825 1,375 2,850 2,403 eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m ,547 ,547 1,775 4,050 2,303 ,150 2,850 1,400 3,900 ,150 ,150 1,775 4,050 4,250 4,200 2,850 2,350 2,700 1,200 ,550 2,403 2,850 1,375 2,825 1,399 4,047 2,850 2,825 1,375 1,399 1,019 ,200 ,676 2,400 3,276 2,422 1,600 9.00 \A1;1.60 \A1;0.15 ,200 \A1;2.40 \A1;3.05 8,155 \A1;0.20 ,421 1,200 2,000 1,800 \A1;3.0000 \A1;2.0628 \A1;0.5000 \A1;0.5000 \A1;0.2167 \A1;1.3110 1,200 1,200 \A1;1.95 \A1;1.65 \A1;0.30 \A1;1.15 \A1;4.60 \A1;0.30 \A1;4.30 \A1;0.40 \A1;0.90 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.70 \A1;0.15 \A1;0.25 \A1;0.30 NOMENCLATURA DE FIERROS DIAMETRO NIMINAL EN mm. 6 10 12 16 20 25 32 40 DIAMETRO NIMINAL EN plgs. 1/4″ 3/8″ 1/2″ 5/8″ 3/4″ 1″ 1 1/4″ 1 1/2 SECCION EN cm2 0.28 0.79 1.13 2.01 3.14 4.91 8.04 12.60 Peso en Kg. / m. 0.22 .577 0.998 1.58 2.47 3.85 6.31 9.86 \A1;1.95 \A1;1.64 \A1;0.31 \A1;4.00 \A1;0.50 \A1;1.65 \A1;0.60 \A1;2.40 \A1;4.18 \A1;0.50 \A1;0.70 \A1;2.59 \A1;0.95 \A1;1.95 \A1;1.65 \A1;0.30 \A1;1.15 \A1;0.25 \A1;0.70 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.95 \A1;4.33 \A1;0.40 \A1;0.80 \A1;0.30 \A1;0.20 \A1;4.03 \A1;2.30 \A1;0.56 \A1;0.75 \A1;0.37 \A1;0.47 \A1;1.55 \A1;.25 \A1;0.15 \A1;3.51 \A1;0.59 \A1;0.62 \A1;0.52 \A1;0.46 \A1;0.30 \A1;5.89 \A1;0.30 \A1;0.50 \A1;1.00 \A1;5.59 \A1;0.20 \A1;3.62 \A1;0.30 \A1;3.32 \A1;0.50 \A1;0.90 \A1;1.65 \A1;1.90 \A1;0.61 \A1;0.44 \A1;0.76 \A1;0.56 \A1;0.35 \A1;1.05 \A1;0.15 \A1;0.90 \A1;0.41 \A1;0.35 \A1;0.80 \A1;0.45 \A1;0.20 \A1;0.40 \A1;3.0000 ,400 ,600 ,400 ,200 ,100 1,200 1,200 ,500 1.20 1,200 1,200 1,200 ,150 ,300 ,300 ,150 ,249 ,150 ,092 ,400 ,150 ,100 ,150 1,782 1,200 ,170 ,300 ,400 ,150 ,200 ,500 ,150 ,150 ,150 ,150 2,400 ,300 3,850 ,350 3,800 ,300 2,400 1,400 2,800 1,600 2,253 ,400 ,400 1,900 ,400 1,400 2,069 2,069 ,400 ,400 ,100 2,070 2,028 1,985 2,700 2,700 ,300 ,400 0.15 ,350 2,069 ,100 1,000 1,000 1,000 1,000 1,000 2,700 5,207 1,019 2,400 3,470 1,200 1,200 2,000 ,250 1,959 2,400 4,443 2,084 \A1;1.00 \A1;0.60 \A1;0.10 ,100 \A1;0.25 \A1;0.80 3,267 \A1;0.40 \A1;0.35 \A1;0.75 ,550 6,800 8,800 ,621 ,200 ,250 ,500 ,301 1,200 2,000 ,250 1,959 3,267 \A1;0.25 \A1;0.80 \A1;0.17 \A1;0.60 \A1;0.60 \A1;0.17 ,200 \A1;3.0000 \A1;0.7000 \A1;0.4042 \A1;0.1625 \A1;0.5222 \A1;0.5222 1,200 1,959 3,267 1,200 1,959 3,267 5 5 C2 C3 C3 C3 C4 C3 C1 5 5 5 5 5 5 DETALLE DE PLATEA DE CIMENTACION CORTE A – A C1 C2 5 5 5 1Ø 3/8″@ 0.25 1Ø1/2″@0.24 alter. 1Ø3/8″@0.24 alter. 9Ø 3/8″ over Ø 4″ max. Platea de concreto f’c=175kg/cm2 Solado e= 0.05 f’c=100 kg/cm2ver Ø 4″ max. 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″@ 0.25 1Ø1/2″@0.24 alter. 1Ø1/2″@0.24 alter. 1Ø1/2″@0.24 alter. 1Ø1/2″@0.24 alter. 1Ø 3/8″@ 0.25 1Ø 1/2″@ 0.25 1Ø 1/2″@ 0.25 1Ø 1/2″@ 0.25 1Ø 1/2″@ 0.25 7Ø 1/2″ 7Ø 1/2″ A B C D E 1 2 3 4 5 1.20 7Ø1/2″ 7Ø1/2″ 5 5 5 DETALLE DE ZAPATA 30 x 30 4Ø 3/8″ 8 Ø 3/8″ C3 C4 40 x 30 8 Ø 3/8″ 15 x 30 Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. C1 CUADRO DE COLUMNAS 5 5 5 5 5 5 5 5 5 5 5 5 C1 C5 C5 5 5 5 5 5 15 x 30 6Ø 3/8″ C2 C5 15 x 18 6 Ø 3/8″ 5 5 5 5 5 5 5 C4 C4 5 E D C B A 4 3 2 1 5 C6 C6 C6 8 Ø 3/8″ D = 0.40 C6 5 5 C1 A A 5 5 4Ø 3/8″ 3Ø 3/8″ 5 Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. Estr. Ø1/4″, 1@0.05,3@10, \W1.54300; 5@0.15 y rest.0.20 m. Solado C1 5 5 1 2 3 A B C D E C4 C4 C5 C5 C1 3 2 1 E D C B A 5 5 5 5 5 5 5 5 C1 C3 C4 C3 C3 C3 C2 C1 C2 VC-101 VC-101 VC-101 VC-101 VC-102 VC-102 VC-103 VC-103 VC-104 VC-104 VC-104 VC-105 VC-105 VC-104 VC-104 VC-104 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 5 4Ø3/8″ Estr.Ø1/4″ CORTE B-B 5 B B eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m B B VC-103 VC-103 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ VC-101 VC-101 VC-101 VC-101 B B B B B B B B 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, B B B B VC-104 VC-104 Estr.Ø1/4″,1@0.05,3@0.10,Rest.@0.15, eSTR. Ø 1/4″, 1@0.05,3@0.10,5@0.15, rEST.@0.20m B B 4Ø3/8″ 4Ø3/8″ VC-102 5 5 5 5 ANTIDESLIZAMIENTO ANTIDESLIZAMIENTO PISO CERAMICO PISO LAJA REGULAR 5 5 5 5 5 5 5 SS HH DAMAS SS HH VARONES 4 3 2 1 5 5 5 E D C B A 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 A B C D E 5 1 1 P1 5 P1 V2 V1 5 PROYECCION DE TECHO 5 5 5 5 CODIGO DESCRIPCION LONGITUD ALTURA ALFEIZAR P1 Madera 1.25 2.30 P2 Metal 0.65 2.10 V1 Metal 3.85 0.50 2.00 CUADRO DE VANOS P2 P2 P2 P2 P2 P2 P2 P2 V2 Metal 3.80 0.50 2.00 2 2 5 5 5 SECCION 1 – 1 SECCION 2 – 2 5 5 5 5 5 5 5 5 5 ELEVACION FRONTAL 5 5 5 5 INSATALACIONES SAMITARIAS SS HH VARONES SS HH DAMAS PVC Ø4″ PVC Ø4″ PVC SAP Ø4″ PVC SAP Ø4″ PVC Ø2″ PVC Ø2″ PVC Ø4″ PVC SAP Ø4″ PVC SAP Ø4″ PVC SAP Ø4″ PVC SAP Ø4″ Sobre cimiento 5 5 0.15 Caja reristro 40 x 60 Caja reristro 40 x 60 PVC Ø2″ Sube ventilacion PVC SAP Ø 2″ PVC SAP Ø4″ PVC SAP Ø1/2″ PVC Ø1/2″ PVC SAP Ø 3/4″ PVC SAP Ø 3/4″ PVC SAP Ø 3/4″ PVC SAP Ø1/2″ PVC SAP Ø1/2″ Caja de pricipal 40 x 40 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ 4Ø3/8″ PVC Ø2″ PVC Ø2″ PVC Ø1/2″ PVC Ø2″ PVC Ø2″ PVC Ø4″ PVC Ø4″ PVC Ø2″ Sube ventilacion PVC SAP Ø 2″ Sube ventilacion PVC SAP Ø 2″ PVC SAP Ø 1/2″ PVC Ø2″ PVC Ø2″ PVC Ø2″ PVC Ø2″ PVC SAP Ø4″ PVC SAP Ø4″ PVC Ø2″ Caja reristro 30 x 30 Caja reristro 30 x 30 SS HH DAMAS SS HH VARONES CAJA DE REGISTRO REGISTRO ROSCADO DE BRONCE CAJA CIEGA SUMIDERO BAJADA PLUVIAL SIMBOLOS SANITARIOS DESCRIPCION VENTILACION DE DESAGUE VALVULA CHECK AGUA FRIA VALVULA COMPUERTA MEDIDOR VALVULA GENERAL M LINEA DE DESAGUE SIMBOLO Sab Scd a b c d C1 C2 C3 C4 C5 Sdef b e f Sghi g h i Sjkl j k l ACOMETIDA TOMACORRIENTE TRIFASICO A 0.40 m S.N.P.T. INTERRUPTOR TRES VIAS (CONMUTACION) TOMACORRIENTE A 1.10 m S.N.P.T. TOMACORRIENTE A 0.40 m S.N.P.T. S – S2 S 3 TIMBRE TUBERIA PARA TIMBRE TUBERIA POR PARED O PISO TUBERIA POR PARED O TECHO SALIDA PARA TELEFONO SALIDA PARA TELEVISION PULSADOR DE TIMBRE INTERRUPTOR SIMPLE – DOBLE SPOT LIGHT TUBO FLORECENTE CENTRO DE LUZ TABLERO GENERAL SIMBOLOS ELECTRICOS MEDIDOR SIMBOLO DESCRIPCION DIGRAMA UNIFILIAR 2 x 2.5 mm2 Ø PVC SEL 20 mm 2 x 20 AMP 2 x 20 AMP C-1 ALUMBRADO 2 x 20 AMP 2 x 20 AMP 2 x 20 AMP 3 x 30 A ESPECIFICACIONES TECNICAS \W9.00000; Solados = f’c=100 kg/cm2 Platea = f’c=175 kg/cm2 Columnas = f’c= 175 kg/cm2 Vigas = f’c= 175 kg/cm2 ACERO DE REFUERZO: Columnas = fy= 4200 kg/cm2 Vigas = fy= 4200 kg/cm2 RECUBRIMIENTO: Columnas = 0.254 m. Vigas = 0.254 m. TARRAJEO: Muros = 0.015 m. Techo = 0.015 m. ACOMETIDA C-1 ALUMBRADO 2 x 2.5 mm2 Ø PVC SEL 20 mm C-1 ALUMBRADO 2 x 2.5 mm2 Ø PVC SEL 20 mm C-1 ALUMBRADO 2 x 2.5 mm2 Ø PVC SEL 20 mm C-1 ALUMBRADO 2 x 2.5 mm2 Ø PVC SEL 20 mm 3x10mm2+1x4mm2ØPVC SAP 20 mm ESPECIFICACIONES TECNICAS \W9.00000; Solados = f’c=100 kg/cm2 Platea = f’c=175 kg/cm2 Columnas = f’c= 175 kg/cm2 Vigas = f’c= 175 kg/cm2 ACERO DE REFUERZO: Columnas = fy= 4200 kg/cm2 Vigas = fy= 4200 kg/cm2 RECUBRIMIENTO: Columnas = 0.254 m. Vigas = 0.254 m. TARRAJEO: Muros = 0.015 m. Techo = 0.015 m. 5 5 5 5Ø3/8″ Estr. Ø1/4″ @0.10 5Ø1/2″ Ø3/8″@0.15 Ø3/8″@0.15 Tubo de desague PVC SAP Ø2″ Estr. Ø1/4″ @0.10 5 5 5 5 5 5 5 5 A B C D E COBERTURA 1 2 3 E D C B A 3 2 1 5 5 3″x4″ Largeros 2.5″x3″ Cintas 1″x2″ 5 5 5 5 5 5 5 SUPERBOARD 10 mm BAJO TEJA ASFALTICA NARAJA SUPERBOARD 6 mm CIELO RASO COLOR ESTRUCTUTA DE MADERA CEPILLADA PINTADA SUPERBOARD 6 mm CIELO RASO COLOR Largeros 2.5″x3″ 5 5 SUPERBOARD 6 mm CIELO RASO COLOR SUPERBOARD 10 mm BAJO TEJA ASFALTICA NARAJA Cintas 1″x2″ ESCENARIO A A 5 5 5 5 5 NPT = +1.60 5 NT = +0.00 9.00 INGRESO HALL ANTESALA ESCENARIO ESCENARIO Corte A – A ESC. 1:100 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 9 8 7 5 6 4 3 2 1 ANTESALA ESCENARIO HALL B Corte B – B 5 5 5 HALL ANTESALA ESCENARIO 1 2 3 4 6 5 7 8 9 9 8 7 6 5 4 3 2 1 ESCENARIO POYECCION DE TECHO CAMERINOS B C C C C C C C C C C C C 5 5 5 5 5 SOBRECIMIENTO CORTE C – C 25 x 15 4Ø 3/8″ Estr. 1@0.05,3@0.10, 5@0.15 y rest. 0.20 C1 D D D D 5 5 5 CORTE D – D 5 5 5 5 ESPECIFICACIONES TECNICAS \W9.00000; Cimientos = f’c=140 kg/cm2 Pisos y veredas = f’c=140 kg/cm2 Columnas = f’c= 175 kg/cm2 Vigas = f’c= 175 kg/cm2 Muros = f’c= 175 kg/cm2 ACERO DE REFUERZO: Columnas = fy= 4200 kg/cm2 Vigas = fy= 4200 kg/cm2 Columnas = fy= 4200 kg/cm2 RECUBRIMIENTO: Columnas = 0.254 m. Vigas = 0.254 m. Muros = 0.254 m. TARRAJEO: Muros = 0.015 m. Techo = 0.015 m. C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 PARED DE CAMERINOS 5 GUARDIANIA SSHH CORTE A – A CORTE B – B CORTE C – C Ø 3/8″@0.20m. Ø 3/8″@0.20m. Ø3/8″@0.20 m Ø1/2″@0.25 m 5 5 5 5 5 5 5 BAÑO Nº 01 5 5 5 BAÑO Nº 04 BAÑO Nº 02 BAÑO Nº 03 5 5 5 f’c=140 kg/cm2 ESCENARIO A A 5 5 5 5 1 2 3 4 5 6 7 8 9 9 8 7 5 6 4 3 2 1 ANTESALA ESCENARIO HALL B POYECCION DE TECHO CAMERINOS B 5 5 5 5 5 5 5 5 Area de concreto = 1.176 m2 ESCALERA DE ACCESO A ESENARIO f’c=140 kg/cm2 Junta de contraccion Area piso = 519.638 m2 Area Rampa= 71.674 m2 Area Entrada= 23.874m2 CAPILLA PUERTA DE INGRESO Ø3/8″@0.20 m. Ø3/8″@0.20 m. ACERO DE REFUERZO # db(pulg) db(cm) P(cm) As(cm2) w(kg/m) e(cm) h(cm) c(cm) (*) 2 1/4 0.635 2 0.320 0.250 – – – 3 3/8 0.952 3 0.740 0.560 0.662 0.038 0.363 4 1/2 1.270 4 1.290 0.994 0.888 0.051 0.485 5 5/8 1.588 5 2.000 1.552 1.110 0.071 0.608 6 3/4 1.905 6 2.840 2.235 1.335 0.096 0.728 7 7/8 2.222 7 3.870 3.042 1.538 0.111 0.850 x 8 1 2.540 8 5.100 3.973 1.779 0.127 0.973 9 1 1/8 2.865 9 6.450 5.060 2.010 0.142 1.100 x 10 1 1/4 3.226 10 8.190 6.403 2.250 0.162 1.240 x 11 1 3/8 3.580 11 10.060 7.906 2.500 0.180 1.370 14 1 11/16 4.300 14 14.520 11.384 3.020 0.215 1.640 x 18 2 1/4 5.733 18 25.810 20.238 4.010 0.258 2.190 x Leyenda: db : diámetro nominal de la varilla P : perímetro de la varilla As : área de la sección transversal de la varilla w : peso lineal de la varilla e : máximo espaciamiento entre las corrugaciones de la varilla h : altura mínima de las corrugaciones de la varilla c : cuerda de las corrugaciones de la varilla (*) No se producen en el Perú 5 5 CODIGO DESCRIPCION LONGITUD ALTURA ALFEIZAR P1 Madera 1.00 2.20 V3 Metal 0.90 1.20 1.20 CUADRO DE VANOS V4 Metal 2.44 1.20 1.20 V3 V4 V4 V3 P1 P1 P1 P1 5 ESPECIFICACIONES TECNICAS \W9.00000; Solados = f’c=100 kg/cm2 Platea = f’c=175 kg/cm2 Columnas = f’c= 175 kg/cm2 Vigas = f’c= 175 kg/cm2 ACERO DE REFUERZO: Columnas = fy= 4200 kg/cm2 Vigas = fy= 4200 kg/cm2 RECUBRIMIENTO: Columnas = 0.254 m. Vigas = 0.254 m. TARRAJEO: Muros = 0.015 m. Techo = 0.015 m. 5 5 5 5 Tubo de fierro galvanizado Ø 3″ Malla de alambre galvanizado de coco 2″ Tubo de fierro galvanizado 3″ 5 5 5 5 5 5 5 5 Tubo de fierro galvanizado 3″ Tubo de fierro galvanizado 1″ DETALLE DE BARANDAS NOTA: Las barandas seran pintadas con una capa de Was Primer antes de la aplicacion de la pintura final Plancha PDLAC A 569 de 2.0 x 1100 x 2400 mm. Tubo cuadrado 2″x 2″ Tubo cuadrado 2″x 3″ Marco de angulo doble 2″x 2″ GUARDIANIA SSHH CORTE A – A CORTE B – B CORTE C – C BAÑO Nº 01 BAÑO Nº 02 y 03 ESCENARIO A A 5 5 ANTESALA ESCENARIO HALL B POYECCION DE TECHO CAMERINOS B 5 5 CAPILLA BZ Poste Calicata Calicata Calicata Calicata Calicata Calicata Calicata Poste Columna Columna Columna Columna 502 507 512 0 10 20 30 40 50 60 70 80 502 507 512 0 10 20 30 40 50 60 70 80 502 0 10 20 30 40 50 60 70 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+000 499.774 499.774 -50 -40 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+005 499.342 499.342 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+010 499.152 499.152 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+015 499.354 499.354 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+020 499.481 499.481 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+025 499.490 499.490 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+030 499.481 499.481 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+035 499.473 499.473 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+040 499.411 499.411 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+045 499.217 499.217 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+050 499.318 499.318 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+055 499.896 499.896 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+060 500.009 500.009 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+065 500.181 500.181 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+070 500.696 500.696 0 10 20 30 40 50 502 502 504 504 506 506 508 508 510 510 512 512 0+073.468 512.958 512.958 CORTE A-A CORTE C-C SECCIONES TRANSVERSALES A CADA 5 METROS -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+000 499.774 499.774 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+002 499.540 499.540 -40 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+004 499.380 499.380 -50 -40 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+006 499.304 499.304 -50 -40 -30 -20 -10 0 10 20 30 40 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+008 499.228 499.228 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+010 499.152 499.152 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+012 499.172 499.172 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+014 499.293 499.293 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+016 499.415 499.415 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+018 499.464 499.464 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+020 499.481 499.481 -50 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 0+022 499.496 499.496 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+024 499.492 499.492 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+026 499.489 499.489 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+028 499.485 499.485 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+030 499.481 499.481 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+032 499.478 499.478 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+034 499.474 499.474 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+036 499.471 499.471 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+038 499.467 499.467 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+040 499.411 499.411 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+042 499.333 499.333 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+044 499.256 499.256 -40 -30 -20 -10 0 10 20 30 40 50 498 498 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+046 499.179 499.179 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+048 499.198 499.198 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+050 499.318 499.318 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+052 499.829 499.829 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+054 499.874 499.874 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+056 499.919 499.919 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+058 499.964 499.964 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+060 500.009 500.009 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+062 500.055 500.055 -40 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+064 500.100 500.100 -30 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+066 500.284 500.284 -20 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+068 500.490 500.490 -10 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+070 500.696 500.696 0 10 20 30 40 50 500 500 502 502 504 504 506 506 508 508 510 510 512 512 0+072 500.896 500.896 0 10 20 30 40 50 502 502 504 504 506 506 508 508 510 510 512 512 0+073.468 512.958 512.958 SECCIONES TRANSVERSALES A CADA 2 METROS CORTE B-B 80 507 512 GUARDIANIA SSHH CORTE A – A CORTE B – B CORTE C – C BAÑO Nº 01 BAÑO Nº 02 y 03 ESCENARIO A A 5 5 ANTESALA ESCENARIO HALL B POYECCION DE TECHO CAMERINOS B 5 5 CAPILLA BZ Poste Poste Columna Columna Columna Columna 5 5 5 5 5 5 5 5 5 5 0.25 5 5 1 1 SECCION 1 – 1 Ø3/8″@0.30m. Ø3/8″@0.30m. MURO DE CONTENCION NIVEL 1 Escala 1 / 100 1 1 5 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.30m. Ø3/8″@0.30m. 5 5 5 5 5 2 2 5 2 2 5 5 5 3 3 5 5 5 5 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. SECCION 2 – 2 Ø3/8″@0.25m. Ø3/8″@0.30m. 5 5 5 5 5 5 SECCION 3 – 3 Ø3/8″@0.22m. Ø3/8″@0.22m. 0.20 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.22m. Ø3/8″@0.22m. 5 Ø3/8″@0.20m. Ø3/8″@0.22m. Ø3/8″@0.30m. Ø3/8″@0.30m. Ø3/8″@0.20m. Ø3/8″@0.20m. Junta de dilatacion 1″ Junta de dilatacion 1″ MURO DE CONTENCION NIVEL 2 Escala 1 / 100 5 5 5 5 5 5 5 5 5 5 5 5 3 3 SECCION 4 – 4 4 4 .25 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.20m. Junta de dilatacion 1″ MURO DE CONTENCION A – A Escala 1 / 100 1 1 5 5 6 6 5 5 Ø5/8″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/4″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 5 5 5 5 5 5 5 5 5 5 SECCION 6 – 6 7 7 5 5 5 5 5 5 5 5 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.20m. Ø3/8″@0.22m. Ø1/2″@0.25m. Ø3/8″@0.22m. 5 5 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. SECCION 5 – 5 4 4 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 5 Ø3/8″@0.20m. 7 7 SECCION 7 – 7 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 5 5 5 Ø1/4″@0.20m. Ø1/4″@0.20m. 5 BARANDA METALICA JUNTA DE DILATACION 1″ 5 5 5 5 MURO DE CONTENCION 5 8 8 ARMADURA DE GRADERIAS Ø3/8″@0.20m. Ø3/8″@0.20m. 5 5 5 5 5 5 5 5 \A1; Ø1/2″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 6 6 SECCION 8 – 8 5 5 5 0.30 0.40 2.00 R=56.30kN 0.05 0.60 3.76 0.30 0.00° 0.40 0.20 0.25 0.90 19.60 10.00° 30.00° kh =0.02g kv =0.02g Wall type: Simply supported Theory: Coulomb Design code: ACI 318 – 1993 SFslip = 2.00 Kas=0.49 (User defined) Kps=1.95 (User defined) V= 31.8kN v= 0.15MPa vc= 0.61MPa µ=0.36 (User def.) 82.8kPa 47.4kPa Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. 0.25 5 5 5 5 5 5 Ø1/2″@0.20m. Ø3/8″@0.22m. Kas=0.49 (User defined) Kps=1.95 (User defined) 0.30 0.40 1.34 R=26.92kN 0.05 0.60 2.56 0.30 0.00° 0.30 0.20 0.25 0.70 19.60 10.00° 30.00° kh =0.02g kv =0.02g Wall type: Simply supported Theory: Coulomb Design code: ACI 318 – 1993 SFslip = 2.13 Kas=0.49 (User defined) Kps=1.95 (User defined) V= 19.2kN v= 0.09MPa vc= 0.60MPa µ=0.36 (User def.) 59.8kPa 35.5kPa 5 5 5 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø1/2″@0.20m. 5 5 5 5 5 Ø3/8″@0.20m. Ø3/8″@0.20m. Ø3/8″@0.20m. SECCION 9 – 9 9 9 \W1.2;JustinhO \T0.85;INGENIERIA DE PROYECTOS 8 8 5 5 6 6 8 8 8 8 5 5 5 5 5 SECCION 10 – 10 Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. Ø3/8″@0.22m. 0.30 0.40 1.89 R=-1.63kN 0.05 2.50 2.90 0.30 0.00° 0.30 0.20 0.25 0.80 19.60 10.00° 30.00° kh =0.02g kv =0.02g Wall type: Simply supported Theory: Coulomb Design code: ACI 318 – 1993 SFslip = 2.63 Kas=0.49 (User defined) Kps=1.95 (User defined) V= 77.3kN v= 0.36MPa vc= 0.60MPa µ=0.36 (User def.) 65.1kPa 56.7kPa 5 Ø1/2″@0.20m. Ø3/8″@0.22m. 10 10 Ø3/8″@0.20m. Ø3/8″@0.20m. 11 11 Variable 5 5 5 5 5 DETALLE DE PARAPETOS SECCION 11- 11 ALBAÑILERIA DE LADRILLO DE CABEZA SOBRE CIMIENTO CIMIENTO 12 12 12 12 11 11 12 12 11 11 5 DETALLE DE PARAPETOS SECCION 12 – 12 Variable 5 5 5 5 5 5 5 ALBAÑILERIA DE LADRILLO DE CABEZA 5 5 5 5 5 SOBRECIMIENTO CIMIENTOS TUBO DE PVC 2″ 5 FILTRO DE PIEDRA 5 5 5 Tubo de fierro galvanizado Ø 3″ Malla de alambre galvanizado de coco 2″ PUERTA DE INGRESO 5 15 13 13 14 14 15 5 5 5 5 CORTE 13 – 13 5 5 5 CORTE 14 – 14 5 5 5 5 CORTE 15 – 15 C-7 C-7 C-7 5 5 4Ø1/2″ C7 ESPECIFICACIONES TECNICAS \W9.00000; Solados = f’c=100 kg/cm2 Zapatas de muros = f’c=175 kg/cm2 Muros = f’c= 175 kg/cm2 Vigas = f’c= 175 kg/cm2 ACERO DE REFUERZO: Zapatas de muros = fy= 4200 kg/cm2 Muros y Vigas = fy= 4200 kg/cm2 RECUBRIMIENTO: Zapatas = 0.254 m. Muros y Vigas = 0.254 m. ACABADOS: Todos los casos = Caravista. 5 ARMADURA DE ESCALERAS VISTA FRONTAL DE GRADERIAS 5 5 5 5 1 2 3 4 5 1.55 5 5 11 11 5 5 5 5 5 5 16 16 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 6 7 8 9 10 11 12 13 14 15 16 1.50 5 5 5 5 Area = 1,490.232 m2 Area = 438.187 m2 Area = 99.301 m2 area 19.839 1 2 3 4 5 6 7 8 9 10 11 12 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA DE SALIDA 5 5 5 5 5 5 ESCALERA DE ENTRADA 5 Losa aligerada Relleno compactado Junta de dilatacion ESCALERA DE ENTRADA Muro de contencion Viga de concreto armado 5 5 5 5 Ø3/8@0.20m 5 Ø3/8@0.20m 10Ø3/8″ Estr.Ø1/4″@0.15m. 5 5 area 0.537 5 5 5 5 16 16 5 5 5 5 5 5 5 As As As As Armadura de temperatura Ø1/4″@0.30m. SECCION DE LOSA ALIGERADA 16 – 16 5 5 5 5 Ø 1/2 ” Ø 3/8 ” Ø 3/8 ” Ø 3/8 ” Armadura de temperatura Ø 1/4″ @ 0.30m. 5 5 5 5 5 5 5 VS-101 VS-101 VS-101 VS-101 VS-102 VS-102 VS-102 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 area 0.385 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 area 4442.090