Amphitheater DWG Detail for AutoCAD

Amphitheater DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

reinforcement, lower, detail of beams joints, upper, joints in beams location and length, upper reinforcement, lower reinforcement, rods, steel, type, measurements, beams box, central metal ring, lateral detail column support, elevation, floor, detail frontal support column, the masonry will be attached to the structure, solid units type iv, albanileria, and anchor in the elements of, table of columns, section aa, section b – b, cc section, flooring, typical detail of column, columns and reinforced walls, banked beams, flat beams, solid and light slabs, foundation beams, columns, plates and beams side, beams bottom, strips, simple concrete, cyclopean bleachers:, reinforced concrete, coatings, footings, slabs, specifications, use type I portland cement, type of cement, modified proctor test., foundation conditions, reinforced walls, column reinforcement, reinforced wall, masonry, lightened, typical brick wall detail or, arquit design, octagonal amphitheater, project, structural design, plan, location, date, scale, laminate, roof plan amphitheater, roof deck, structural cut f-f, armor octagonal sector, for shows in park, foundation amphitheater

Raw text data extracted from CAD file:

M L/4 M/2 M L/4 L/4 L/4 H L/3 L/3 L/3 -145.7886725881583 REFUERZO INFERIOR -145.7886725881583 -145.7886725881583 -145.7886725881583 DETALLE DE EMPALMES VIGAS -145.7886725881583 -145.7886725881583 -145.7886725881583 -145.7886725881583 -145.7886725881583 -145.7886725881583 -145.7886725881583 SUPERIOR REFUERZO 60 50 3/8" 50 f'c=210 kg/cm2 LA LONGITUD DE EMPALME EN 60% (*) EN CASO DE CORTAR EL 100% DE VARILLAS INCREMENTAR EMPALMES EN VIGAS LOCALIZACION Y LONGITUD 55 70 1/2" 5/8" 55 70 150 1" 150 85 3/4" 85 80 95 215 120 VALORES DE M PARA 50% O MENOS DE VARILLAS CORTADAS (*) REFUERZO SUPERIOR REFUERZO INFERIOR H=CUALQ. d H<=.30 m VARILLAS H>.30 m \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.40 \A1;.40 ACERO TIPO MEDIDAS CUADRO DE VIGAS V1 15x40 0.3157762805151982 0.3157762805151982 0.3157762805151982 0.3157762805151982 6d1/2" Ed3/8": 1@0.05-3@0.10 3@.15-R@0.20 V2 40X15 0.3157762805151982 0.3157762805151982 0.3157762805151982 0.3157762805151982 6d1/2" Ed3/8": 1@0.05-3@0.10 3@.15-R@0.20 .025 .025 .15 .10 .30 .10 .10 .05 19.41269342655715 19.41269342655715 19.41269342655715 19.41269342655715 19.41269342655715 19.41269342655715 19.41269342655715 ESCALA : 1/10 DETALLE DEL ALIGERADO (h=15 cm) AsT.= d 1/4" @.25 19.41269342655715 # 16 @.40 \A1;.38 \A1;.30 \A1;.38 \A1;.38 \A1;.38 \A1;.30 \A1;.78 \A1;.10 -28.4082790972642 -28.4082790972642 -28.4082790972642 -28.4082790972642 -28.4082790972642 -28.4082790972642 -28.4082790972642 -28.4082790972642 ANILLO METALICO CENTRAL ESC 1/25 \A1;Cartela PL, e=1/4" \A1;Columna 20.55839875120375 20.55839875120375 \A1;Viga Tirante de 4"x4"x1/8" \A1;Pernos de d5/8"x6" Plancha PL 10"x10" e=1/4" \A1;Cartela Trapezoidal Viga Tirante de 4"x4"x1/8" DETALLE LATERAL APOYO COLUMNA ESC 1/10 ELEVACION PLANTA \A1;.15 \A1;.25 \A1;Columna Viga Tirante de 4"x4"x1/8" \A1;Cartela Trapezoidal PL, e=1/4" Plancha PL 10"x10" e=1/4" \A1;Columna \A1;Viga Tirante de 4"x4"x1/8" \A1;Cartela PL, e=1/4" \A1;Pernos de d5/8"x6" \A1;Cartela "U" Trapezoidal PL, e=1/4" DETALLE FRONTAL APOYO COLUMNA ESC 1/10 ELEVACION PLANTA \A1;1.00 \A1;.80 \A1;.70 \A1;1.13 \A1;3.35 \A1;1.50 \A1;.29 \A1;7.03 \A1;.93 \A1;7.02 \A1;6.35 \A1;1.20 \A1;.40 \A1;1.20 \A1;.70 \A1;1.13 \A1;3.25 \A1;7.03 \A1;5.62 \A1;1.47 \A1;1.47 \A1;2.38 \A1;2.38 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;2.68 \A1;1.99 \A1;1.78 \A1;2.07 \A1;1.01 \A1;1.48 \A1;1.01 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 .09 .13 .24 CONCRETO UN MINIMO DE 0.25 m. LOS CUALES ENTRAN 0.50 m. EN EL MURO LA ALBAÑILERIA IRA UNIDA A LA ESTRUCTURA JUNTAS ENTRE HILADAS DE 1 cm. UNIDADES MACIZAS TIPO IV MORTERO 1:4 (CEMENTO - ARENA) f'm= 45 Kg/cm2 ALBANILERIA CON 2 ALAMBRES # 8 CADA 3 HILADAS Y ANCLAN EN LOS ELEMENTOS DE e min = 13.5 cm % VACIOS MAXIMO 25% 13.15114975170921 13.15114975170921 13.15114975170921 13.15114975170921 Estribo espiral d3/8, paso = 0.075 6d5/8" ACERO TIPO MEDIDAS CUADRO DE COLUMNAS C1 D=40 C2 40X40X15 C3 C4 40X15 13.15114975170921 13.15114975170921 13.15114975170921 13.15114975170921 13.15114975170921 11d1/2" 2Ed3/8": 1@0.05-3@0.10 3@.15-R@0.20 13.15114975170921 11d1/2" 13.15114975170921 13.15114975170921 13.15114975170921 13.15114975170921 6d1/2" 40X40X15 13.15114975170921 2Ed3/8": 1@0.05-3@0.10 3@.15-R@0.20 Ed3/8": 1@0.05-3@0.10 3@.15-R@0.20 ESC 1/25 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 -5.358551233054033 \A1;d3/8@.30 d3/8@.30 1 2 3 4 5 6 7 8 (Gradería Anfiteatro) Sección a-a -5.358551233054033 ESC 1/25 -5.358551233054032 -5.358551233054032 -5.358551233054032 -5.358551233054032 (Gradería Anfiteatro) Sección b - b -5.358551233054032 -5.358551233054032 -5.358551233054032 -5.358551233054032 1 2 3 4 -5.358551233054032 -5.358551233054032 -5.358551233054032 Baranda metálica (ver detalle) -5.358551233054032 -5.358551233054032 SECION C-C ESC 1/25 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 \A1;d3/8@.20 d3/8@.20 Losa Alig. e=15 cm. \A1;VIGA 15X40 \A1;d3/8"@0.20 \A1;d3/8"@0.20 \A1;VIGA 15X40 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 \A1;d1/2"@0.20 \A1;d3/8"@0.20 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 -34.09992546093986 \A1;d1/2"@0.20 \A1;RELLENO COMPACTAD \A1;B \A1;.30 \A1;.30 \A1;H=.80 \A1;1.25 23.12839804499644 s o l a d o DETALLE TIPICO DE COLUMNA \A1;ESTRIBOS SEGUN CUADRO DE COLUMNAS ESC 1/25 23.12839804499644 23.12839804499644 NPT±0.00 NIV -0.40 NFZ -1.25 23.12839804499644 23.12839804499644 d1/2"@0.20 (ambos sentidos) COLUMNAS Y MUROS ARMADOS VIGAS PERALTADAS VIGAS CHATAS, LOSAS MACIZAS Y ALIGERADAS 4 cm. 3 cm. VIGAS DE CIMENTACION COLUMNAS, PLACAS Y COSTADO DE VIGAS FONDO DE VIGAS DESENCOFRADOS Piso : Concreto f'c=140 kg/cm2 Solado Zapata : Concreto 1:12 CONCRETO SIMPLE Gradas ciclopeas : CONCRETO ARMADO Esfuerzo de fluencia acero: fy = 4200 Kg/cm2 RECUBRIMIENTOS ZAPATAS LOSAS ZAPATAS 6 cm. 36 Hrs 36 Hrs 7 dás 21 días 8 cm. ESPECIFICACIONES 4 cm. Usar Cemento Portland Tipo I TIPO DE CEMENTO Mezcla concreto: f'c = 210 Kg/cm2 (Vigas, Techo Aligerado) Concreto: f'c = 175 Kg/cm2 +50% de PG (Zapatas, Columnas, Muros armados) (PREFERENTEMENTE GRAVA ARENOSA), EL CUAL DEBERA COLOCARSE 1) TIPO DE CIMENTACION : ZAPATAS, CIMENTACION DE GRADAS DEL ENSAYO PROCTOR MODIFICADO. COMPACTADAS AL 95% DE LA MAXIMA DENSIDAD SECA POR CAPAS HORIZONTALES DE 5 cms. DE ESPESOR MAXIMO, 7) USO DE RELLENOS: ESTOS DEBERAN EFECTUARSE 6) NAPA FREATICA : NO DETECTADA SUELO ARENO-LIMOSO (SM) 5) AGRESIVIDAD DEL SUELO A LA CIMENTACION: NO DETECTADA TIPO S1 , FACTOR DE SUELO = 1.4 , Tp= 0.4 seg. 4) TIPO DE SUELO SEGUN NORMA SISMORESISTENTE: 3) PRESION ADMISIBLE = 1.50 Kg/cm2. 2) ESTRATO DE APOYO DE LA CIMENTACION: CONDICIONES DE CIMENTACION MUROS ARMADOS \A1;.30 \A1;bxt \A1;.30 \A1;0.50 -5.20508917743723 -5.20508917743723 -5.20508917743723 ARMADURA COLUMNA MURO ARMADO ALBAÑILERIA ALIGERADO @ 0.075 -5.20508917743723 2 ALAMBRES # 8 @ 4 HILADAS N.F.P. + 5.75 DETALLE TIPICO DE MURO DE LADRILLO ESC 1/25 \A1;.50 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.188 \A1;.188 \A1;.188 \A1;.188 \A1;.188 \A1;.188 \A1;.188 \A1;.188 \A1;.70 \A1;.50 \A1;1.50 \A1;.375 \A1;.375 \A1;.375 \A1;.50 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.375 \A1;1.50 \A1;2.10 \A1;.50 \A1;.50 Plancha metálica de 6"x6"x1/8" \A1;Tubo de acero de 1.5"x1.5" \A1;Tubo de acero de 1"x1" \A1;Pernos de d3/8"x4" ESC 1/10 DETALLE DE BARANDA \L(Corte transversal) \A1;Parantes de tubo de 1.5"x1.5" separados @0.60m \A1;.60 \A1;1.70 \A1;.15 \A1;3.00 \A1;.15 \A1;.55 \A1;.55 \A1;1.80 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;2.20 \A1;.15 \A1;.80 \A1;.40 \A1;1.95 \A1;2.40 \A1;\U+2205.40 \A1;.40 \A1;.40 \A1;135° \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;68° \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;R7.01 A A A 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d3/8" V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V1 ( 15 x 40 ) V I G A V2 ( 40 x 15 ) V I G A V2 ( 40 x 15 ) 1 4 3 2 DISEÑO ARQUIT. ANFITEATRO OCTOGONAL PROYECTO DISEÑO ESTRUCT. PLANO UBICACION FECHA ESCALA LAMINA: 5 5 \A1;Anillo octogonal tubo de 4"x4"x1/8" Tirantes Tubo rectangular de 4"x4"x1/8" Tirantes Tubo rectangular de 4"x4"x1/8" Tubo Cuadrado de 2"x2" \A1;Tubo cuadrado de 2"x2" \A1;Tubo cuadrado de 3"x3" Tubo cuadrado de 1"x1" Tubo cuadrado de 1"x1" Tubo cuadrado de 1"x1" PLANTA TECHO ANFITEATRO ESC 1/50 ENTABLADO TECHO ESC 1/50 5 5 5 5 F F 5 5 5 5 5 5 5 5 5 5 5 CORTE ESTRUCTURAL F-F ESC 1/50 COBERTURA ENTABLADA MADERA DE 4"X1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1/50 ARMADURA SECTOR OCTOGONAL 5 5 5 5 5 5 PARA ESPECTACULOS EN PARQUE 1 4 3 2 1 4 3 2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 b b b C C c c C C a a b b b b b d d e e e e d d Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 C4 c C4 C4 PLANTA CIMENTACION ANFITEATRO ESC 1/50 5 DISEÑO ARQUIT. ANFITEATRO OCTOGONAL PROYECTO DISEÑO ESTRUCT. PLANO UBICACION FECHA ESCALA LAMINA: PARA ESPECTACULOS EN PARQUE

Language	Spanish
Drawing Type	Detail
Category	Cultural Centers & Museums
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	amphitheater, autocad, construction, CONVENTION CENTER, cultural center, cuts, DETAIL, details, DWG, museum, sizing, specification