Structure House Type Residential DWG Plan for AutoCAD

Structure House Type Residential DWG Plan for AutoCAD

Foundation plan covered, floor slab, with construction details and specifications.

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

slab reinforced plant, do not. cm, solid slab, armed slab, welded gusset reinforcement profile ud. each, wall profile with articulated joint, support slab, beam beam plant, cartela, expanded polystyrene, slope concrete, slab detail, esc, architecture facuilty, Michoacán University of San Nicolas de Hidalgo, plane number, teacher:, type of plane:, draft:, date:, content:, dimension:, mts., scale:, graphic scale:, maria venegas semester, emestre workshop, arq Alejandro Arias Monroy, foundation plane slab, residential type house, plant plant p. roofs, low, master bedroom, npt, dressing room bathroom, study, npt, t.v room, npt, stay, npt, dressing room, npt, bedroom, npt, bedroom, npt, bath, balcony, npt, water mirror, goes up, npt, living room, goes up, receiver, office, npt, dinning room, npt, cupboard, npt, kitchen, npt, foreback, npt, bath, npt, yard, npt, cto. service, laundry, npt, cellar, npt, Interior garden, npt, D.E.P. trash, low architectural floor .., npt, architecture facuilty, Michoacán University of San Nicolas de Hidalgo, plane number, teacher:, type of plane:, draft:, date:, content:, dimension:, mts., scale:, graphic scale:, maria venegas soria, emestre workshop, arq Alejandro Arias Monroy, tracing plane, residential type house, roof plant slab details, b.a.p., b.a.p., b.a.p., dome, pending, npt, avenue the trinity, north, adjoining tacsa., road access, avenue the trinity, north, adjoining tacsa., road access, column, reinforced concrete column reinforced concrete column with rods with a fc of stirrups number of, lateral sealing, wall support on foundation, continuous bituminous sheet, of unprotected surface, porex mm., galvanized sheet metal, foot wall l.c.v. palau, foundation ditch, cleaning concrete, pavement with, mortar, base concrete, encachado, polyethylene, column type will have following characteristics. with var. of var. from in zone of, of reinforced concrete a f’c of with a reinforcing of rods of the wire recosido of, isolated corner of adjoining concrete f’c de, of reinforced concrete a f’c of with a reinforcing of rods of the wire recosido of, garage, garden, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, slab reinforced plant, do not. cm, symbology picture, high architectural floor .., rooftop architectural plant, vr. both senses, shoe detail, concrete block, running shoe, lock, concrete, vrs., its T., league lock, esc, concrete block reinforced with concrete rods with a f’c of stirrups cant number, solid slab, armed slab, support slab, beam beam plant, expanded polystyrene, slope concrete, slab detail, reinforced concrete column reinforced concrete column with rods with a fc of stirrups number of, castle, poor concrete template with, var. cms. a.d., given with var. est cm., concrete template, armed grill, var. n., concrete, wall of tabicon, closing chain, concrete, firm

Raw text data extracted from CAD file:

\A1;\U+22055.10 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.70 \A1;R1.35 \A1;1.47 \A1;1.47 \A1;24 \A1;2.07 \A1;0.91 \A1;1.51 \A1;0.50 \A1;0.99 \A1;2.30 \A1;0.54 \A1;2.07 \A1;10.94 \A1;1.49 \A1;1.46 \A1;1.05 \A1;2.26 \A1;1.12 \A1;2.79 \A1;2.33 \A1;2.57 \A1;6.40 \A1;2.90 \A1;4.79 \A1;29.17 \A1;29.09 \A1;1.50 \A1;1.45 \A1;1.08 \A1;2.26 \A1;1.14 \A1;2.78 \A1;2.35 \A1;2.56 \A1;6.41 \A1;2.89 \A1;4.72 \A1;10.90 \A1;2.07 \A1;0.92 \A1;1.51 \A1;0.50 \A1;1.00 \A1;2.30 \A1;10.96 \A1;1.57 \A1;1.80 \A1;0.56 \A1;0.48 \A1;0.94 \A1;1.09 \A1;4.54 \A1;22.90 \A1;2.26 \A1;1.66 \A1;1.09 \A1;0.66 \A1;3.25 \A1;2.48 \A1;1.50 \A1;0.29 \A1;0.40 \A1;2.36 \A1;2.24 \A1;4.72 \A1;10.96 \A1;4.54 \A1;1.07 \A1;0.93 \A1;0.49 \A1;0.56 \A1;1.81 \A1;1.56 \A1;22.93 \A1;2.27 \A1;1.67 \A1;1.11 \A1;0.66 \A1;3.25 \A1;2.49 \A1;1.51 \A1;0.29 \A1;0.40 \A1;2.38 \A1;2.23 \A1;4.70 \A1;0.55 \A1;2.08 \A1;14.89 \A1;0.62 \A1;2.56 \A1;0.74 \A1;0.76 \A1;0.75 \A1;3.76 \A1;5.74 \A1;0.62 \A1;2.56 \A1;0.74 \A1;0.76 \A1;0.75 \A1;3.76 \A1;5.74 \A1;14.89 \A1;0.77 \A1;2.99 \A1;1.64 \A1;4.63 \A1;2.10 \A1;1.84 \A1;5.12 \A1;6.01 \A1;25.06 \A1;25.06 \A1;0.77 \A1;2.99 \A1;1.64 \A1;4.63 \A1;2.10 \A1;1.84 \A1;5.12 \A1;6.01 PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM \A1;.80 \A1;.80 \A1;.20 \A1;.30 \A1;L=1/4 \A1;0.15 \A1;L=1/4 \A1;L=1/2 \A1;0.30 \A1;0.2 \A1;0.02 \A1;120 \A1;120 \A1;12 \A1;12 -6.41108669708129 LOSA MACIZA (Pérgola) Armado losa Cartela soldada refuerzo perfil (1 ud. cada 1.00 m.) Perfil L120.12 a muro con unión articulada Apoyo losa Viga (Ver planta de viga y losa) -6.41108669708129 -6.41108669708129 -6.41108669708129 -6.41108669708129 -6.41108669708129 -6.41108669708129 CARTELA L120.12 Poliestireno expandido (Junta dilatación) Hormigon de pendiente DETALLE DE LOSA ESC. 1:15 \A1;0.30 \A1;0.78 \A1;0.08 \A1;30 \A1;30 Z-1 \W1.35237; FACULTAD DE ARQUITECTURA \W1.27112; UNIVERSIDAD MICHOACANA DE SAN \W1.27112; NICOLAS DE HIDALGO NUMERO DE PLANO MATERIA-SEMESTRE-SECCION: PROFESOR: TIPO DE PLANO: PROYECTO: FECHA: CONTENIDO: ACOTACION: Mts. ESCALA: ESCALA GRAFICA: 0 1.0 2.0 2 4.11 ALUMNA:^J^JANA MARIA VENEGAS SORIA^JSECCION 09-17^J6TO. SEMESTRE TALLER DE CONSTRUCCION, 6TO. EMESTRE ARQ. ALEJANDRO ARIAS MONROY PLANO DE CIMENTACION Y LOSA CASA HABITACION TIPO RESIDENCIAL PLANTA BAJA, PLANTA ALTA, P. AZOTEAS 08-MAYO-2013 1:75 1-6 14 13 12 11 10 9 8 7 6 5 4 15 16 17 BAJA RECAMARA PRINCIPAL NPT + 3.00 NPT + 3.00 BAÑO VESTIDOR ESTUDIO NPT + 3.00 SALA T.V NPT + 3.00 ESTANCIA NPT + 3.00 VESTIDOR NPT + 3.00 RECAMARA NPT + 3.00 RECAMARA NPT + 3.00 NPT + 3.00 BAÑO BALCON NPT + 3.00 ESPEJO DE AGUA 5 5 5 5 SUBE NPT + 0.30 NPT + 0.45 NPT + 0.60 NPT + 0.15 NPT + 0.15 SALA SUBE RECIBIDOR DESPACHO NPT + 0.60 COMEDOR NPT + 0.60 ALACENA NPT + 0.60 COCINA NPT + 0.60 ANTECOMEDOR NPT + 0.60 BAÑO NPT + 0.60 PATIO NPT + 0.45 NPT + 0.45 CTO. SERVICIO LAVANDERIA NPT + 0.45 BODEGA NPT + 0.45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 JARDIN INTERIOR NPT + 0.15 NPT + 0.60 DEP. BASURA 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA BAJA.. NPT + 0.45 \W1.35237; FACULTAD DE ARQUITECTURA \W1.27112; UNIVERSIDAD MICHOACANA DE SAN \W1.27112; NICOLAS DE HIDALGO NUMERO DE PLANO MATERIA-SEMESTRE-SECCION: PROFESOR: TIPO DE PLANO: PROYECTO: FECHA: CONTENIDO: ACOTACION: Mts. ESCALA: ESCALA GRAFICA: 0 1.0 2.0 2 4.11 ALUMNA:^J^JANA MARIA VENEGAS SORIA TALLER DE CONSTRUCCION, 6TO. EMESTRE ARQ. ALEJANDRO ARIAS MONROY PLANO DE TRAZO CASA HABITACION TIPO RESIDENCIAL PLANTA DE AZOTEAS detalles de losa 08-MAYO-2013 1:75 2-6 R1.35 1.47 1.47 B.A.P. 2.5 % 2.5 % 2.5 % B.A.P. 2.5 % 2.5 % B.A.P. B.A.P. 2.5 % 2.5 % 2.5 % 2.5 % DOMO PENDIENTE PENDIENTE PENDIENTE PENDIENTE PENDIENTE NPT + 6.00 NPT + 6.00 NPT + 3.00 AVENIDA LA TRINIDAD NORTE 33.73 COLINDANCIA TACSA. 20.08 35.55 20.00 CAMINO ACCESO L O C A L I Z A C I O N AVENIDA LA TRINIDAD NORTE 33.73 COLINDANCIA TACSA. 20.08 35.55 20.00 CAMINO ACCESO L O C A L I Z A C I O N Columna columna de concreto armado columna de concreto armado con 6 varillas de 1/2" con un f'c de 250kg/cm2, Estribos Numero 2 a 20cm^J^Jdimenciones:^J^J0.30m X 0.30m^Jaltura de 5mtrs s/E SELLADO LATERAL 24 APOYO DE MURO SOBRE CIMENTACION LAMINA BITUMINOSA CONTINUA DE SUPERFICIE NO PROTEGIDA POREX 10 mm. CHAPA GALVANIZADA DE REMATE MURO 1 PIE L.C.V. PALAU ZANJA DE CIMENTACION HORMIGON DE LIMPIEZA PAVIMENTO CON MORTERO HORMIGON BASE ENCACHADO POLIETILENO 200 u \A1;LA COLUMNA TIPO CO-1 TENDRA \A1;LAS SIGUIENTES CARACTERISTICAS. \A1;ARMADA CON \A1; 4 VAR. # 4 DE \A1;\S1/2; \A1;4 VAR. #3 DE \A1;\S3/8; \A1;EST. #2@20cm EN ZONA DE \A1;CONFINAMIENTO#2 @ 15cm. \A1;dado de concreto armado con^J un f'c de 200kg/cm3 con un armado de varillas del ^Jno. ___ y alambron recosido de ___ \A1;zapata aislada esquinera de colindancia con un concreto armado de f'c 250kg/cm3 de 0.60 x 0.90xm \A1;zapata aislada esquinera de colindancia con un concreto armado de f'c 250kg/cm3 de 0.60 x 0.90xm \A1;dado de concreto armado con^J un f'c de 200kg/cm3 con un armado de varillas del ^Jno. ___ y alambron recosido de ___ 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H I A B C D E F G H I A J K L M N I 5 12 13 14 15 16 17 18 19 20 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 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 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 5 5 5 5 5 5 5 5 F A J K L M N I F 11 9 5 12 13 14 15 16 17 18 19 20 11 9 5 5 COCHERA JARDIN JARDIN JARDIN 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 PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM Z-1 CUADRO DE SIMBOLOGIA PLANTA ARQUITECTONICA ALTA.. PLANTA ARQUITECTONICA DE AZOTEAS Vr. #3 @ 15cm Ambos sentidos .80 .80 .20 .30 DETALLE DE ZAPATA Block de concreto ZAPATA CORRIDA Z-1 Z-1 T-1 Trabe CONCRETO F'c=200 Kg/cm2. L=1/4 0.15 VRS. Ø 3/8" EST. Ø 1/4" @ 0.15 L=1/4 L=1/2 @ 0.15 @ 0.20 trabe de liga T1 Esc : s/E trabe de concreto armado con varillas de 1/2" y concreto con un f'c de 250kg/cm2, Estribos Numero 2 a 20cm^J^Jdimenciones: 0.25m x .35 de peralte 0.30 LOSA MACIZA (Pérgola) Armado losa Apoyo losa Viga (Ver planta de viga y losa) 5 5 Poliestireno expandido (Junta dilatación) Concreto de pendiente DETALLE DE LOSA c-1 30 30 columna de concreto armado columna de concreto armado con 6 varillas de 1/2" con un f'c de 250kg/cm2, Estribos Numero 2 a 20cm^J^Jdimenciones:^J^J0.30m X 0.30m^Jaltura de 5mtrs Castillo Plantilla de concreto pobre con f´c=100 kg/cm². var. #3@ 20 cms. A.D. Dado 30 x 30 con 8 var. #4 y est #3 @ 20 cm. plantilla de concreto f´c=100kg/cm2 parrilla armada var. N. 6 f´y=4200kg/cm2 concreto f´c=250kg/cm2 muro de tabicon cadena cerramiento concreto f´c=250kg/cm2 firme contra trabe Z-2 K-1 C-1 ZAPATA 2 CASTILLO 1 ZAPATA 1 COLUMNA 1 DETALLES DE CIMENTACION CORRIDA Doblez = 40 \U+1D13 \A1;.07 \A1;.43 \A1;.50 Concreto pobre F´c= 80 kg/cm2 Esp. 5cm Plantilla de concreto pobre con f´c=100 kg/cm². Dado 30 x 30 con 8 var. #4 y est #3 @ 20 cm. var. #3@ 20 cms. A.D. PLANTA ARMADO DE LOSA V-3 No. 3 @ 30 CM V-2 No. 2 @ 50 CM V-1 No. 3 @ 50 CM T-1 K-1 Muro de tabique^J rojo recocido Trabe de liga TL-1 Firme de concreto Rodapie de tabicon^Jde concreto Contratrabe de concreto^Jarmado CL-1 Zapata corrida de^Jconcreto armado Plantilla de concreto ^Jpobre s/E DETALLE DE CORTE: ZAPATA CORRIDA, FIRME Y MURO s/E Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 CORTE E-E DETALLE NO. 3 IMPERMEABILIZACION T-1 ( SEGUN REGION ) MURO DE TABIQUE CD-2 trabe de liga T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 (DONDE SE INDIQUEN EN PLANO) BASTONES LADO DISCONTINUO APOYO BASTONES LADO CONTINUO (DONDE SE INDIQUEN EN PLANO) L/4 APOYO 10c ms 50 cms

Language	Spanish
Drawing Type	Plan
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Garden / Park
Tags	assorted, autocad, construction, construction details, covered, details, DWG, floor, FOUNDATION, house, plan, residential, slab, specifications, structure, type