Experimental Theater DWG Block for AutoCAD

Experimental Theater DWG Block for AutoCAD

Experimental theater with a hydraulic module for modifying the topography of the auditorium, with shops, cafe – bar, rehearsal rooms, and basement parking.

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

firm, proficient:, Location:, owner:, tel:, jalisco, aurea, sta. lucia col. tepeyac, draft:, drawing:, absorption well, Rainwater, topsoil, infiltration layer, brazen stone stencil, top, too much, grass, intermediate foundation, adjacent foundation, brick wall of lama, firm concrete, foundation detail, antisalitrosa, dala, of stone, masonry, variable, low level, main elevation, house room, mirador de san isidro, northern magnolia, eloy sanchez hernandez, building, arq roy vargas vázquez, arq josé navarro, areas, ground, low level, top floor, total, chap. ground loading, roof roof cargo, dead, alive, load chart, section, top floor, rooftop plant, foundation drainage, Location, template, concrete shoe, union detail, profile diameter, cut, plant, cm rods, rods of est, isolated footing, filling inert material compacted to the slope indicated by the project, topsoil filling, reinforced concrete lining aggregate maximum apparent finish, reinforced concrete slab cast on compact ground, proportion mortar, filling of inert material compacted to the slope indicated by the base project, topsoil filling, reinforced concrete lining added maximum apparent finish., precast concrete slab of thickness, axis, firm concrete, filler, tezontle, tank, cut, template, lock tc, see cut, see cut, template, cut, tank, step man, tinaco rotoplas cap. lts., c.u.a.a.d., university center of art architecture design, arquit, ecture, s. or. m., rest room, women, mens, reading table, stock, ceramic ceramics, Deposit, ladies, sshh, males, ceramic ceramics, terrazzo, pipeline, wall under cm., doc., sshh, plant, esc, proy flat beam, doc., sshh, ceramic ceramics, ceramic ceramics, wooden beams, metal profile sealed with silicone, gutter, reinforcement esterdan, thermal insulation panel, translucent clraboya, imper lamina plastic glasdan, imper lamina glasdan gp elastomer, cover detail of tea room with skylight, cms., second floor, first floor, basement, dressing room, rehearsal room, shop, restaurant Cafe, lobby, women’s toilets, bathrooms men, main room, Theater workshop, audiovisual, bathrooms, administration, rehearsal room, n.p.t., cms., cut, cms., step stuffed, stuffed steps, cut, cut, stairs, hydraulic jack, double earwig, pending, flat roof on reinforced concrete slab, reinforced concrete slab, expanded polystyrene, hot asphalt vapor barrier, hydraulic insulation with membrane, expansion joints, parapet, mooring beam, common brick wall, flooring, hydraulic modules, stuffed with slope, reinforced concrete slab, vapor barrier, thermal insulation, aluminized membrane, granite mosaic, c.ll, funnel, rack, construction paper for pipe covering, cleaning concrete, court facade, Theater workshop, parking lots, cellar, fourth maintenance, utileria, cellar

Raw text data extracted from CAD file:

firma perito: ubicación: propietario: tel: 633 81 97 Zapopan, Jalisco AUREA Sta. Lucia #274 Col. Tepeyac proyectó: dibujó: POZO DE ABSORCION AGUAS PLUVIALES TIERRA VEGETAL CAPA DE INFILTRACION PLANTILLA PIEDRA BRAZA TAPA DEMASIAS PASTO Y \A1;0.40 \A1;0.40 \A1;variable \A1;variable 5 5 Cimentación intermedia Cimentación colindante muro de ladrillo de lama firme de concreto firme de concreto DETALLE DE CIMENTACION antisalitrosa dala de desplante de piedra mamposteo variable variable Planta baja Alzado principal CASA HABITACION Mirador de San Isidro Magnolia norte #1067-81 Eloy Sánchez Hernández construcción Arq. Roy Vargas Vázquez Arq. José Navarro AREAS Terreno 87.50 m2 Planta baja 66.52 m2 Planta alta 56.25 m2 total 122.77 m2 Total 650 kg/m² 600 kg/m² Cap. carga de terreno 10 ton/m² carga entrepiso azotea muertas 400 kg/m² 350 kg/m² vivas 250 kg/m² 250 kg/m² Cuadro de cargas Seccion Planta alta Planta de Azoteas Cimentacion y Drenaje Ubicacion \A1;0.70 \A1;2.00 \A1;0.65 \A1;0.70 \A1;0.65 \A1;2.00 \A1;2.00 \A1;0.65 \A1;0.65 \A1;1.20 \A1;0.70 \A1;0.25 \A1;0.15 \A1;0.10 PLANTILLA ZAPATA DE CONCRETO DETALLE DE UNION PERFIL OC 50cm DIAMETRO CORTE A-A´ Z-1 456.6342736032475 456.6342736032475 456.6342736032475 PLANTA TL A´ A VARILLAS DE 1/2 " @10 cm 6 VARILLAS DE 3/4" EST 3/8"@15cm 456.6342736032475 456.6342736032475 456.6342736032475 456.6342736032475 ZAPATA AISLADA Z-1 TL 456.6342736032475 456.6342736032475 456.6342736032475 456.6342736032475 456.6342736032475 456.6342736032475 456.6342736032475 RELLENO DE MATERIAL INERTE (TEPETATE O SIMILAR) COMPACTADO AL 95% CON LA PENDIENTE QUE INDIQUE EL PROYECTO RELLENO DE TIERRA VEGETAL GUARNICIÓN DE CONCRETO ARMADO F'C=150 Kg/cm2 AGREGADO MAXIMO DE 3/4" ACABADO APARENTE LOSA DE CONCRETO ARMADO Y COLADA SOBRE TERRENO COMPACTO 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 MORTERO DE CEMENTO-ARENA PROPORCIÓN 1:5 RELLENO DE MATERIAL INERTE (TEPETATE O SIMILAR) COMPACTADO AL 95% CON LA PENDIENTE QUE INDIQUE EL PROYECTO BASE RELLENO DE TIERRA VEGETAL GUARNICIÓN DE CONCRETO ARMADO F'C=150 Kg/cm2 AGREGADO MAXIMO 3/4" ACABADO APARENTE. LOSA DE CONCRETO PRECOLADO DE 10cm DE ESPESOR 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 437.9576179026286 0.10 0.20 0.15 0.02 0.02 0.15 0.15 0.30 0.20 0.10 0.20 0.25 0.15 0.05 0.025 0.025 0.15 0.15 0.30 T EJE \A1;35 \A1;8 \A1;15 \A1;15 \A1;35 \A1;15 \A1;3.30 \A1;12 \A1;R=1.10 \A1;3.35 \A1;2.45 FIRME DE CONCRETO MALLA-LAC RELLENO DE TEZONTLE 459.5146946121423 459.5146946121423 CISTERNA CORTE C - C Tc #3@20 #3@30 PLANTILLA #3@20 TRABE Tc 462.9634051371972 #3@40 #3@40 VER CORTE A-A #3@20 VER CORTE A-A 462.9634051371972 462.9634051371972 462.9634051371972 #3@20 PLANTILLA 462.9634051371972 CORTE B - B CISTERNA #3@20 #3@30 462.9634051371972 B B Paso Hombre 0.80x0.80 C / Tc Tc C A h=3.10 m. B 1 2 474.3232506883339 A 474.3232506883339 474.3232506883339 A TINACO ROTOPLAS CAP. 10,000 LTS. o= 2.20 Y H=3.10 C.U.A.A.D. CENTRO UNIVERSITARIO DE ARTE ARQUITECTURA Y DISENO ARQUIT ECTURA S. U. M. PS142 ?? ?C ?? ?C PS148 ?? ?C ?? ?C SALA DE DESCANSO N+ 0.00 MUJERES HOMBRES Mesa de Lectura ACERVO ACERVO ACERVO ACERVO -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 CERAMICO 0.30 x 0.30 CELIMA -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 DEPOSITO DAMAS SSHH SSHH VARONES A C CERAMICO 0.30 x 0.30 CELIMA TERRAZO 0.30 x 0.30 DUCTO MURO BAJO h = 0.60 cm. -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 C B -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 B -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 DOC. SSHH A -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 PLANTA esc. 1/25 B Proy. Viga Chata DOC. SSHH CERAMICO 0.30 x 0.30 CELIMA -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 -976.7169400778197 CERAMICO 0.30 x 0.30 CELIMA -976.7169400778197 -976.7169400778197 B \A1;0.15 \A1;0.40 \A1;0.60 \A1;1.25 \A1;0.15 \A1;0.55 \A1;0.30 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.20 \A1;1.16 \A1;0.15 \A1;1.08 \A1;0.15 \A1;1.17 \A1;1.21 \A1;1.28 \A1;0.58 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.45 \A1;0.61 \A1;1.14 \A1;0.57 \A1;0.80 \A1;0.35 \A1;1.10 \A1;1.15 \A1;0.20 \A1;1.05 \A1;0.30 \A1;0.85 \A1;0.85 \A1;0.50 \A1;0.15 \A1;0.20 \A1;1.15 \A1;0.15 \A1;1.08 \A1;0.15 \A1;0.60 \A1;0.33 \A1;2.00 \A1;0.05 \A1;0.25 \A1;0.61 \A1;1.30 \A1;0.95 \A1;1.08 \A1;0.15 \A1;2.54 \A1;2.50 \A1;2.55 \A1;0.61 \A1;3.60 \A1;0.85 \A1;0.15 \A1;2.05 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.50 \A1;0.20 \A1;1.45 \A1;0.15 \A1;2.05 \A1;0.15 \A1;0.15 \A1;2.05 \A1;0.15 \A1;0.60 \A1;0.90 \A1;0.15 \A1;0.70 \A1;0.80 \A1;0.20 \A1;0.90 \A1;0.55 \A1;0.80 \A1;0.15 \A1;2.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.57 \A1;0.15 0,60 N VIGAS DE MADERA PERFIL METALICO SELLADO CON SILICONA CANALON REFUERZO ESTERDAN 30 P PANEL DE AISLAMIENTO TERMICO CLRABOYA TRANSLUCIDA LAMINA IMPER. GLASDAN 40 PLASTICO LAMINA IMPER. GLASDAN 40 GP ELASTOMERO DETALLE CUBIERTA DE SALA DE TE CON CLARABOYA \A1;6.69 \A1;11.14 \A1;3.00 \A1;6.54 \A1;1.50 \A1;5.00 \A1;2.00 \A1;15 \A1;0.12 \A1;12 cms. \A1;0.70 cms. \A1;0.12 \A1;12cm \A1;0.15 \A1;20 \A1;20 \A1;20 \A1;12 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.26 \A1;0.36 \A1;0.072 segunda planta 5 primera planta sotano a a' a a' a a' camerino camerino camerino camerino sala de ensayos B B' local comercial local comercial local comercial \W7.68690; local \W5.82975; comercial \W7.80594; cafe \W5.11547; restaurante vestibulo baños mujeres baños hombres sala principal TALLER DE TEATRO audiovisuales baños baños administracion sala de ensayos N.P.T. -3.00 N.P.T. 0.00 5 5 5 5 5 5 5 6 15 8 15 2d10 d10c/20 0.12 d10c/20 d10c/20 d8c/20 12 cms. 4 3 d10c/20 CORTE 7 6 1-1 5 1 d10c/20 2 0.70 cms. d10c/20 2d10 0.12 9 ESCALON RELLENO 10 11 12cm 13 12 14 0.15 VE ESCALONES RELLENOS 20 20 20 7 10 9 8 16 17 CORTE 3-3 CORTE 2-2 11 12 5 5 1 3 1 3 2 2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 ESCALERA 5 GATO HIDRAULICO DOBLE TIJERETA pendiente 2% CUBIERTA PLANA SOBRE LOSA DE HORMIGÓN ARMADO Losa de Hormigon Armado poliestireno expandido Barrera de vapor de asfalto en caliente Aislación hidráulica con membrana Juntas de dilatación Parapeto Viga de Amarre Muro de ladrillo común Solado MODULOS HIDRAULICOS Relleno con pendiente Losa de Hormigón Armado Barrera Vapor Aislación térmica Membrana Aluminizada Mosaico granítico C.LL PVC100 Embudo 20x20 (80m2) Rejilla Papel de obra para recubrimiento del caño Hormigón de limpieza 5 5 5 CORTE FACHADA TALLER DE TEATRO TALLER DE TEATRO TALLER DE TEATRO PARQUEADEROS PARQUEADEROS \W6.42499; BODEGA \W5.62232; CUARTO \W8.36368; MANTENIMIENTO \W6.25832; UTILERIA \W6.42499; BODEGA

Language	Spanish
Drawing Type	Block
Category	Historic Buildings
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Wood
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	Auditorium, autocad, BAR, block, cafe, church, corintio, dom, dorico, DWG, église, geschichte, hydraulic, igreja, jonico, kathedrale, kirche, kirk, l'histoire, la cathédrale, module, shops, teat, Theater, theatre, topography