Single Family DWG Detail for AutoCAD

Single Family DWG Detail for AutoCAD

Family house complete with architectural elevations and distribution cuts .. and foundations … very detailed and complete with a space in their functionality exelentes The location is in Tacna Peru …

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

architecture – distribution, juan chura chura, designer, district:, direction :, plane :, province :, indicated, date:, scale:, sheet:, architecture, single-family housing, owner :, tacna, alto de alianza, first floor, high width, openings, sill type, cut to – a, kitchen, bathroom, store, study, dining room, living room, patio, living room, bedroom, car port, patio, service, hall, service patio, roof terrace, second floor, cut b – b, frontal elevation, lateral elevation, desc., architecture – elevations and cuts, tank cistern, cut, plant, sardinel – s, detail of columns, first section, third section, joints, flooring, detail of shoe, nfp , nfp, foundation, staircase, overloads, ductility factor, seismic coefficient, period of soil vibration, soil factor, use factor, zone factor, seismic parameters, bottom of beams and slabs, beams and columns sides, formwork, columns, beams, slabs and stairs, footings, ores, ci mientos, rest of elements, overlays in beams, mortar, brick type iii, masonry, plates and slabs, columns and beams, floor, technical specifications, free coverings, reinforced concrete, stirrups in columns, specified, column d, plate or beam , detail of bending of, detail of stairs, vch, main beams, type of bending of, reinforcement in beam, detail of bending, of stirrups, detail of meeting of beams, steel of temperature, typical detail of lightened, foundations, emptiness of, empty, foundation, staircase, construction, existing, cistern, secondary beams, second section, new column, existing column, legend, overburden, foundation, detail of column, foundation, structures – foundations, structures – lightened

Raw text data extracted from CAD file:

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A ESC. 1/50 COCINA BAÑO TIENDA ESTUDIO TIENDA COMEDOR SALA PATIO 06 05 04 03 02 01 01 02 03 04 05 06 08 09 10 11 12 13 14 15 07 ESTAR DORMITORIO DORMITORIO DORMITORIO DORMITORIO DORMITORIO DORMITORIO 5 5 5 5 5 5 5 5 5 5 5 5 5 - 2.50 0.90 P P 0.70 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.70 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 1.20 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.70 1.95 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 0.90 2.50 - P 2.50 2.50 - P 1.20 2.50 - 1.35 1.50 V 1.00 1.00 V 1.50 2.00 2.00 1.50 V 1.00 1.90 1.50 V 1.00 1.50 1.50 V 1.00 1.50 1.50 V 1.00 1.50 1.50 V 1.00 1.50 1.50 V 1.00 1.50 1.50 V 1.00 1.80 1.50 V 1.00 1.80 1.50 V 1.00 1.50 1.50 V 1.00 1.90 1.50 V 1.00 1.30 1.50 V 1.00 1.50 1.50 V 1.00 1.50 1.50 V 1.00 2.20 1.50 V 1.00 - 2.50 2.10 P CAR PORT PATIO DE SERVICIO M 2.20 2.50 - HALL HALL BAÑO BAÑO 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 A B B B B 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COMEDOR SALA PATIO COCINA PATIO DE SERVICIO DORMITORIO DORMITORIO DORMITORIO BAÑO AZOTEA AZOTEA ESC. 1/50 SEGUNDA PLANTA 5 5 5 5 5 5 5 5 2.00 V 0.50 1.50 NPT + 0.15 BAÑO HALL PATIO ESC. 1/50 CORTE B - B ESC. 1/50 ELEVACION FRONTAL ELEVACION LATERAL ESC. 1/50 5 AZOTEA HALL DESC. DESC. NPT + 0.15 NPT + 0.15 0.50 2.00 V 0.90 5 5 ARQUITECTURA - DISTRIBUCION JUAN CHURA CHURA PROYECTISTA DISTRITO: DIRECCION: PLANO: PROVINCIA: A-01 OCTUBRE 2012 INDICADA FECHA : ESCALA : LAMINA : ARQUITECTURA VIVIENDA UNIFAMILIAR PROPIETARIO: TACNA ALTO DE ALIANZA NPT + 0.15 NPT + 0.05 NPT + 0.05 NT + - 0.00 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 2.85 NPT + 0.15 NPT + 0.15 2 4 5 1 5 5 5 1 3 5' 5 5 5 5 5 1 5 H G' F E D C B 5 5 5 5 5 5 5 A 5 5 5 F G' H 5 E 5 5 C D B 5 5 5 5 5' 3 1 5 5 5 4 2 5 5 5 G F E D C B 5 5 5 5 5 5 A 5 5 5 F G 5 E 5 5 C D B ARQUITECTURA - ELEVACIONES Y CORTES JUAN CHURA CHURA PROYECTISTA DISTRITO: DIRECCION: PLANO: PROVINCIA: A-01 OCTUBRE 2012 INDICADA FECHA : ESCALA : LAMINA : ARQUITECTURA VIVIENDA UNIFAMILIAR PROPIETARIO: TACNA ALTO DE ALIANZA 5 5 5 5 .45 (TIPICO) 5 5 Ø 1/2" @ .25 Ø 1/2" @ .25 5 5 5 5 5 5 Ø 3/8" @ .25 Ø 3/8" @ .25 5 TANQUE CISTERNA ESC 1/25 5 5 5 Ø 3/8" @ .25 Ø 3/8" @ .25 5 5 Ø3/8" @ 0.25 Ø3/8" @ 0.25 Ø3/8" @ 0.25 Ø3/8" @ 0.25 2Ø3/8" 2Ø3/8" 5 CORTE 5 5 PLANTA 5 5 5 5 5 .50 5 5 5 5 5 5 5 5 5 5 SARDINEL - S 5 ESC 1/25 5 5 A DETALLE DE COLUMNAS ESC 1/20 4 Ø 3/8" 4 Ø 1/2" 2 Ø 1/4" C-4 1 @ 0.05 6 @ 0.10 Rto.@ 0.15 5 5 5 5 2 Ø 1/2" Rto.@ 0.15 6 @ 0.10 1 @ 0.05 5 4Ø 1/2" 5 5 C-5 2 Ø 3/8" Rto @ 0.20 2 @ 0.15 2 Ø 3/8" Ø 1/4" 2 5 5 C-3 6 Ø 1/2" 1 @ 0.05 7 @ 0.10 Rto.@ 0.15 Ø 1/4" 5 1/4" 1 @ 0.10 2 @ 0.15 Rto.@ 0.25 Rto.@ 0.25 2 @ 0.15 1 @ 0.10 1/4" 4 Ø 1/2" 4 Ø 1/2" 5 5 5 5 5 1/4" 1 @ 0.10 2 @ 0.15 Rto.@ 0.25 4 Ø 1/2" 5 0.80 7 6 4 5 e = 0.15 5 2 1 5 3 5 0.80 Primer Tramo .18 5 5 5 5 9 5 11 10 Ø 3/8" @ 0.20 8 5 5 Tercer Tramo 5 15 5 e = 0.15 14 13 12 ESC 1/25 5 .18 4 Ø 3/8" 5 2 @ 0.10 Ø 1/4" 1 @ 0.05 C-6 5 Rto @ 0.20 C-2 1 @ 0.05 Ø 1/4" 3 @ 0.10 4 Ø 1/2" 5 5 EMPALMES 3/8" 1/2" Ø 0.40m 0.50m L 5 5 5 solado 5 5 \A1;segun planta 5 solado 5 5 5 \A1;segun planta 5 5 5 DETALLE DE ZAPATA nfp \A1;var. 5 nfp \A1;var. ESC 1/25 5 5 N.F.P. 5 <> 5 5 CC-1 CC-2 5 5 5 5 5 N.F.P. 5 N.F.P. CC-3 5 5 CC-4 5 5 5 CIMIENTO CORRIDO ESC 1/25 S/C =400 Kg/m2 S/C =200 Kg/m2 ESCALERA VIVIENDA UNIFAMILIAR SOBRECARGAS (Según Norma Técnica E-030) R= 8 FACTOR DE DUCTIBILIDAD Ct= 35 COEFICIENTE SISMICO Tp= 0.6 seg. S= 1.2 PERIODO DE VIBRACION DEL SUELO FACTOR DE SUELO U= 1.0 Z= 0.4 FACTOR DE USO FACTOR DE ZONA PARAMETROS SISMICOS 14 DIAS 24 HORAS FONDO DE VIGAS Y LOSAS COSTADOS DE VIGAS Y COLUMNAS ENCOFRADO 1 : 8 CEMENTO HORMIGON + 25 % PM. - MAX - 3" 1 : 10 CEMENTO HORMIGON + 30 % PG. - MAX - 6" f´c = 210 kg/cm2 COLUMNAS, VIGAS, LOSAS Y ESCALERAS f´c = 175 kg/cm2 ZAPATAS SOBRECIMIENTOS CIMIENTOS 2.5 cm Ø 5/8" = 0.70 m Ø 3/8" = 0.45 m Ø 1/2" = 0.55 m f´m = 35 kg/cm2 f´b = 70 kg/cm2 2.5 cm 3.0 cm f´y = 4,200 kg/cm2 t = 1.00 kg/cm2 RESTO DE ELEMENTOS TRASLAPES EN VIGAS MORTERO LADRILLO TIPO III ALBAÑILERIA PLACAS Y LOSAS COLUMNAS Y VIGAS SUELO ACERO (Para todos los elementos) ESPECIFICACIONES TECNICAS RECUBRIMIENTOS LIBRES CONCRETO ARMADO ESTRIBOS EN COLUMNAS 2.0 ESPECIFICADO 45° 10.0 d DE COLUMNA, PLACA ó VIGA 45° ESPECIFICADO DETALLE DE DOBLADO DE DETALLE DE ESCALERAS SEGUNDA PLANTA PRIMERA PLANTA 5 5 VCH 4 Ø 3/8" Ø 1/4" 1 @ 0.05 Rto. @ 0.10 5 5 Vb 4 Ø 3/8" Ø 1/4" Rto. @ 0.10 1 @ 0.05 2 Ø 3/8" 4 Ø 1/2" 5 5 Rto. @ 0.10 1 @ 0.05 Ø 1/4" VS-2 VS-1 Ø 1/4" 1 @ 0.05 Rto. @ 0.10 5 5 6 Ø 1/2" 5 VP-2 Ø 1/4" 1 @ 0.05 5 @ 0.10 Rto. @ 0.20 ESC 1/20 VIGAS PRINCIPALES TIPO DE DOBLADO DE L Ø REFUERZO EN VIGA 0.30m 1/2" 3/8" 0.25m EMPALMES Ø 1/2" 3/8" L 0.55m 0.45m DETALLE DE DOBLADO PARA Ø 1/4 " DE ESTRIBOS ESC. 1/10 .075 L DETALLE ENCUENTRO DE VIGAS L L L Acero de temperatura 1 Ø 1/4" @ 0.25 ESC: 1/10 DETALLE TIPICO DE ALIGERADO .30 .10 .15 .30 .10 .30 .05 (ENCOFRADO DE VIGAS Y LOSA ALIGERADA) ESC. 1/50 ESC. 1/50 (ENCOFRADO DE VIGAS Y LOSA ALIGERADA) CIMENTACION ESC. 1/50 COCINA TIENDA ESTUDIO PATIO CAR PORT PATIO DE SERVICIO HALL VACIO DE ESCALERA VACIO DE ESCALERA VACIO VACIO Cimentación Escalera CONSTRUCCION EXISTENTE CONSTRUCCION EXISTENTE VS-2 VS-2 VS-2 VS-2 VS-2 VS-1 VS-1 VS-2 VS-2 VP-2 VP-2 VP-2 Vb VP-3 VP-3 VP-1 VP-1 Vb Vb VP-2 Vb CC-1 CC-1 CC-4 CC-4 CC-3 CC-4 CC-4 CC-4 CC-1 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-3 CC-1 CC-1 CC-2 CC-3 CC-3 CC-3 CC-3 CC-3 CC-2 CC-2 CC-3 S CISTERNA 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 B C D E F G' H A B C D E F G H 1 5 4 2 5 5' 3 1 VS-2 VS-2 VS-2 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VP-1 VP-1 VP-1 VP-2 VP-2 Vb VP-1 VP-1 VP-1 VP-1 VCH VP-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-1 VS-1 VS-1 VP-1 VP-2 VP-2 VP-1 VP-1 VP-1 VP-2 VP-2 VP-2 Vb Vb Vb 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E F G' H B C D E F G 1 5 4 2 5 5 5 5 5' 3 1 5 5 5 1 5 4 2 5 5 5 5 5 5 B C D E F G 5 5 5 5 5 5 5 B C D E F G' H VCH Vb Vb Vb 5 5 5 5 5' 3 1 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" G' 5' 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 5 5 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 5 5 1 Ø 3/8" 1 Ø 3/8" 0.60m 5/8" 5/8" 0.70m 3 Ø 1/2" 5 3 Ø 1/2" 5 3 @ 0.15 5 VP-1 Ø 1/4" 1 @ 0.05 5 @ 0.10 Rto. @ 0.20 3 Ø 1/2" 5 3 Ø 1/2" 5 2 Ø 3/8" 3 @ 0.15 5 VP-1 Ø 1/4" 1 @ 0.05 5 @ 0.10 Rto. @ 0.20 2 Ø 5/8" 5 4 Ø 5/8" 5 3 @ 0.15 ESC 1/20 VIGAS SECUNDARIAS Rto @ 0.20 2 @ 0.15 C-1 1 @ 0.05 Ø 1/4" 3 @ 0.10 6 Ø 1/2" 5 5 5 (existente) (existente) C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-3 C-3 C-4 C-5 C-5 C-6 C-6 C-6 C-6 C-6 C-6 JUNTA 0.025 JUNTA 0.025 JUNTA 0.025 JUNTA 0.025 C-6 5 5 NFP = + 0.05 NFP = + 0.05 NFP = + 0.05 NFP = + 0.05 Segundo Tramo COLUMNA NUEVA COLUMNA EXISTENTE LEYENDA 7 8 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 5 5 5 5 5 5 SOBRECIMIENTO .275 .10 .10 .275 .25 +30% de P.G.(6" máx.) Cemento:Hormigón-1:10 Cemento:Hormigón-1:8 +25% de P.G.(3" máx.) CIMIENTO DETALLE DE COLUMNA Escala 1:25 EN CIMENTACION .25 @0.10 .18 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 ESTRUCTURAS - CIMENTACION JUAN CHURA CHURA PROYECTISTA DISTRITO: DIRECCION: PLANO: PROVINCIA: A-01 OCTUBRE 2012 INDICADA FECHA : ESCALA : LAMINA : ARQUITECTURA VIVIENDA UNIFAMILIAR PROPIETARIO: TACNA ALTO DE ALIANZA ESTRUCTURAS - ALIGERADOS JUAN CHURA CHURA PROYECTISTA DISTRITO: DIRECCION: PLANO: PROVINCIA: A-01 OCTUBRE 2012 INDICADA FECHA : ESCALA : LAMINA : ARQUITECTURA VIVIENDA UNIFAMILIAR PROPIETARIO: TACNA ALTO DE ALIANZA

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, casa, chalet, complete, cuts, DETAIL, detailed, distribution, dwelling unit, DWG, elevations, Family, foundations, haus, house, logement, maison, residên, residence, single, single family, unidade de moradia, villa, wohnung, wohnung einheit