Single Family Home DWG Full Project for AutoCAD

Single Family Home DWG Full Project for AutoCAD

Detached house with two levels with projection; It has a garage inngreso a lobby with guest bathroom; a small bar; a wide and dining room and a bar that divides the kitchen; to the right is located a spacious bedroom with one bathroom and jacuzzi Walk in closet to the back garden with barbecue and a spiral staircase to the second level where a laundry and a utility room are located. The entire project consists of architectural plans; detailed cuts and elevations; ELECTRIC plans and sanitation plans and foundations and lightened

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

johnny haker, black leyble, exit d for radio or tv, exit d for telephone line, exit d for data, meeting in beams and columns, typical cut lightened, sliding door screen, roof tiles, transparent polycarbonate cover, metal structure , north, existing column, future enlargement, professional :, arq., scale :, indicated, date :, lamina :, owner :, plan of :, architecture – construction plan, address :, project :, single-family housing, CAD drawing :, design, spiral staircase projection, roof fence projection, cooler, architecture, tacna, wooden shutter sliding door, luminaire, first floor, second floor, electric pump, outlet for water heater, distribution board, height, mtje., step box, symbol, outlet for spot light, double outlet with terminal, double outlet with terminal, push button and bell, switch switch, single and double switch, recessed in floor or wall, co built in ceiling or wall, connection to grounding hole, ground wire, watt – hour meter, description, wall lamp output, telephone outlet, general distribution board, ceiling device output, exit tv antenna, radio antenna output, legend, bare conductor, npt, welded to dispersor, clamp or connector, installation system, ground, mixed with ecogel, cable nyy, typical detail, inst. of cables, future path, original compact earth, kk brick, signaling tape, sifted earth, refrigerator, reserve, earthing well, drain pipe, ventilation pipe, threaded log, yee, drain, legend drain, water pipe cold, gate valve, check valve, hot water pipe, elbow up, water point, elbow, tee, meter, irrigation tap, electric therma, water legend, consumption, air gap, tub. of cleaning, towards sewer, low tub. cleaning, b-b cutting, elevated tank, form: cylindrical, technical specifications, comes from public network, electrosur, land, comes from t.g., goes to distribution board, washing machine, goes to public network, therma, ups tub. of vent., low hot water, electrical installations, sanitary installations, variable in plant, type of footings, type of reinforcing bending, in beam, vch, continuous foundations, anchoring of column in running foundation, see table of stirrups, flooring, typical shoe cut, variable, beams, lightweight slab, columns, technical specifications, slabs, overlaps and splices, rmin., will not be spliced, same section., will be located in the, abutments, in columns, the splices l, third central, armor in a, light of the slab or, beam on each side of, the supporting column., splices of the reinforcement, will not be allowed, colum., slabs and beams, of overburden, specification, nfp., beam foundation, shoe, design parameters, detailing of columns and plates, spacing at each end, frame of stirrups, type, nfp, type of beams, slabs and beams, splices, beam – d, beam – b ‘, frame of stirrups, beam joins, foundations, structures

Raw text data extracted from CAD file:

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\W1.3;JARDINERIA \W1.3;INGRESO Mampara Puerta Corrediza \W1.3;JARDINERIA A A' \W1.3;CAR - PORT \W1.3;VEREDA \W1.3;JARDINERIA \W1.3;1/2 SS.HH. \W1.3;DORMITORIO \W1.3;SS.HH. \W8.21224; CORTE A - A' ESC 1/50 E E' \W1.3;Mini Bar \W1.3;JACUZZI Techo de Tejas NPT +0.00 NPT +0.00 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 \W1.30000x;1 \W1.30000x;1 \W1.30000x;2 \W1.3;1.00 x 2.30 \W1.3;0.75 x 2.30 B B' \W1.3;CALLE Cobertura de Policarbonato transparente Estructura metalica \W1.3;1.00 x 2.30 \W1.3;1.00 x 2.30 \W1.3;1.00 x 2.30 \W1.3;VEREDA \W8.21224; CORTE B - B' ESC 1/50 \W1.3;CALLE C C' D D' Cobertura de Policarbonato transparente Estructura metalica \W1.3;JARDINERIA \W1.3;Sala \W1.3;Cart - Port \W1.3;Comedor \W1.3;Dormitorio \W1.3;SS.HH. \W8.21224; CORTE C - C' ESC 1/50 \W8.21224; CORTE D - D' ESC 1/50 \W8.34454; CORTE E - E' ESC 1/50 \W6.74233; ELEVACION CERCO \W1.3;Cart - Port F F' \W1.43325; CORTE ELEVACION FRONTAL F - F' \W1.3;Barbacoa G G' \W1.19045; CORTE ELEVACION POSTERIOR G - G' ESC 1/50 ESC 1/50 ESC 1/50 \W1.3;Jardineria \W1.3;Mini Bar \W1.3;Sala \W1.3;Comedor \W1.3;Cocina \W1.3;Vestibulo \W1.3;Jardineria \W1.3;Azotea 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 NORTE \W5.08775; PLANTA SEGUNDO PISO ESC 1/50 \W1.3;CUARTO DE SERVICIO \W1.3;AZOTEA 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 3 2 1 F 5 5 5 5 5 E D C B A 5 5 3 2 1 F 5 5 5 5 5 E D C B A 5 5 C' 5 5 5 B' 5 5 E' Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente 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 E D C 5 C' 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 E D C B B' FUTURA AMPLIACION PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ARQUITECTURA - PLANO DE OBRA DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ARQUITECTURA - PLANO DE OBRA DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO DISEÑO \W9.28620; PLANTA PRIMER PISO ESC 1/50 \W1.3;VESTIBULO \W1.3;MINI BAR \W1.3;SALA \W1.3;COMEDOR \W1.3;COCINA \W1.3;SS.HH. \W1.3;DORMITORIO \W1.3;JACUZZI \W1.3;1/2 SS.HH. \W1.3;CART - PORT \W1.3;BARBACOA \W1.3;JARDINERIA \W1.3;INGRESO Mampara Puerta Corrediza \W1.3;JARDINERIA A A' E E' Proyección escalera caracol Proyección Techo cerco NPT +0.00 NPT +0.00 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 NPT +0.15 \W1.30000x;1 \W1.30000x;1 \W1.30000x;2 \W1.3;1.00 x 2.30 \W1.3;0.75 x 2.30 B B' \W1.3;1.00 x 2.30 \W1.3;1.00 x 2.30 \W1.3;1.00 x 2.30 C C' D D' Hielera F F' G G' NORTE \W5.08775; PLANTA SEGUNDO PISO ESC 1/50 \W1.30000x;LAVADORA \W1.30000x;SECADORA \W1.3;CUARTO DE SERVICIO \W1.3;AZOTEA \W1.30000x;THERMA 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 3 2 1 F 5 5 5 5 5 E D C B A 5 5 3 2 1 F 5 5 5 5 5 E D C B A 5 5 C' 5 5 5 B' 5 5 E' Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente 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 E D C 5 C' 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 E D C B B' FUTURA AMPLIACION PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ARQUITECTURA DIRECCION: TACNA PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO \W1.3;CAR - PORT \W1.3;VEREDA \W1.3;JARDINERIA \W1.3;1/2 SS.HH. \W1.3;DORMITORIO \W1.3;SS.HH. \W8.21224; CORTE A - A' ESC 1/50 \W1.3;Mini Bar \W1.3;JACUZZI \W1.3;CALLE Cobertura de Policarbonato transparente Estructura metalica \W1.3;VEREDA \W8.21224; CORTE B - B' ESC 1/50 \W1.3;CALLE Cobertura de Policarbonato transparente Estructura metalica \W1.3;JARDINERIA \W1.3;Sala \W1.3;Cart - Port \W1.3;Comedor Puerta corrediza Persiana de madera \W1.3;Dormitorio \W1.3;SS.HH. \W8.21224; CORTE C - C' ESC 1/50 \W8.21224; CORTE D - D' ESC 1/50 \W8.34454; CORTE E - E' ESC 1/50 Luminaria \W6.74233; ELEVACION CERCO \W1.3;Cart - Port \W1.43325; CORTE ELEVACION FRONTAL F - F' \W1.3;Barbacoa \W1.19045; CORTE ELEVACION POSTERIOR G - G' ESC 1/50 ESC 1/50 ESC 1/50 \W1.3;Jardineria \W1.3;Mini Bar \W1.3;Sala \W1.3;Comedor \W1.3;Cocina \W1.3;Vestibulo \W1.3;Jardineria \W1.3;Azotea 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 PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ARQUITECTURA DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO 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 NPT +0.00 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 TACNA TACNA TACNA A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ. \W1.30000x;1 \W1.30000x;2 \W1.30000x;3 \W1.30000x;4 \W1.30000x;5 \W1.30000x;6 \W1.30000x;7 \W1.30000x;8 \W1.30000x;9 M Viene desde azotea 1d 20 mm-PVC SALIDA d para RADIO o TV R TV SALIDA d para LINEA TELEFONICA Viene desde azotea 1 d 20 mm-PVC Viene desde azotea 1d 20 mm-PVC SALIDA d para RADIO o TV R TV SALIDA d para LINEA TELEFONICA Viene desde azotea 1 d 20 mm-PVC Viene desde azotea 1d 20 mm-PVC SALIDA d para DATA R TV 1.25 \A1;0.80 \A1;0.10 \A1;0.50 \A1;0.15 \A1;1.15 \A1;0.15 \A1;0.80 \A1;2.90 \A1;1.00 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.45 \W2.41544; INSTALACIONES ELECTRICAS ESC 1/50 PRIMERA PLANTA \W3.41544; INSTALACIONES SANITARIAS ESC 1/50 PRIMERA PLANTA \W1.30000x;LAVADORA \W1.30000x;SECADORA \W1.30000x;LAVADORA \W1.30000x;SECADORA \W2.41544; INSTALACIONES ELECTRICAS ESC 1/50 SEGUNDA PLANTA \W3.41544; INSTALACIONES SANITARIAS ESC 1/50 SEGUNDA PLANTA B ELECTROBOMBA TH SALIDA PARA CALENTADOR DE AGUA 1.40 1.60 TABLERO DE DISTRIBUCION 0.40 Altura de MTJE. 1.00 2.00 1.60 0.40 0.40 1.40 1.40 1.40 1.40 CAJA DE PASO SIMBOLO P TV R w/h Sc S2 S1 SALIDA PARA SPOT LIGHT TOMACORRIENTE DOBLE CON TERMINAL TOMACORRIENTE DOBLE CON TERMINAL PULSADOR Y TIMBRE INTERRUPTOR de CONMUTACION INTERRUPTOR SIMPLE Y DOBLE CONDUCTO EMPOTRADO EN PISO O PARED CONDUCTO EMPOTRADO EN TECHO ó PARED CONEXION A POZO DE TOMA A TIERRA HILO DE TIERRA HILO DE TIERRA CONTADOR WATT - HORA DESCRIPCION SALIDA DE LAMPARA DE PARED SALIDA PARA TELEFONO TABLERO DE DISTRIBUCION GENERAL SALIDA PARA ARTEFACTO EN EL TECHO SALIDA DE ANTENA DE TV. SALIDA DE ANTENA DE RADIO LEYENDA 5 5 5 d 20 mm PVC-P 5 CONDUCTOR DESNUDO N.P.T. SOLDADA A DISPERSOR GRAMPA ó CONECTOR 1 x 4mm2 TW 5 5 ESCALA : 1/25 5 SISTEMA de PUESTA a TIERRA TIERRA CERNIDA (arcilla) LONGITUD 2.50 MINIMO ECOGEL O TORGEL PURO DE 4" O TORGEL (COMPACTADO) ó VARILLA DE COBRE DE 1/2" DISPERSOR DE Fº Gº DE 3/4" 5 5 MEZCLADA CON ECOGEL CABLE NYY 5 ESCALA : 1/25 DETALLE TÌPICO de INST. de CABLES FUTURA VEREDA 5 5 5 5 5 5 5 TIERRA ORIGINAL COMPACTA LADRILLO K.K. CINTA SEÑALIZADORA TUBO PVC-P 25 mm2. TIERRA CERNIDA 2x20 A C-5 C-11 C-12 Tomacorr. 2do. Piso 2x20 A 2x4+1x4 mm2 TW en PVC-20mm PVC-SAP 2x4+1x4 mm2 TW en PVC-20mm PVC-SAP 2x2.5 mm2 TW en PVC-20mm PVC- SEL 2x20 A C-9 C-10 2x15 A C-1 2x30 A C-4 C-3 C-2 C-8 C-7 TG-1 Tomacorrientes 1er. Piso Alumbrado 1er. Piso TD 2x20 A 2x30 A Alumbrado 2do. Piso 2x15 A 2x2.5 mm2 TW en PVC-20mm PVC- SEL 25mm d PVC-SAP 2x6 mm2 TW 2x10 mm2 TW + 1x10 mm2 TW 25mm d PVC-SAP w/h C-6 2x4+1x4 mm2 THW en PVC-25mm PVC-SAP Refrigerador 2x20 A Reserva 1x10 mm2 PVC-SAP 20mm POZO DE PUESTO A TIERRA 2x20 A Reserva 2x20 A Reserva 2x20 A 2x20 A DESCRIPCION TUBERIA DE DESAGUE CODO DE 45º CODO DE 90º TUBERIA DE VENTILACION REGISTRO ROSCADO YEE TRAMPA "P" SUMIDERO LEYENDA DESAGUE SIMBOLO TRAMPA "U" CAJA C/ REGISTRO ROSCADO d 4" CAJA DE REGISTRO DE .30 x .60 TUBERIA DE AGUA FRIA VALVULA DE COMPUERTA VALVULA CHECK TUBERIA DE AGUA CALIENTE DESCRIPCION CODO DE SUBIDA PUNTO DE AGUA CODO TEE MEDIDOR GRIFO DE RIEGO THERMA ELECTRICA M TH SIMBOLO LEYENDA AGUA 5 d2" 3/4" 3/4" d2" ESCALA 1/25 CAP. = 1.00 M3 +8.175 A CONSUMO VA AGUA FRIA d1/2" TRAMPA "U" d2" d 2" e = 5 cm. BRECHA DE AIRE TUB. DE LIMPIEZA HACIA MONTANTE DE DESAGUE SALIDA REBOSE d=2" SALIDA REBOSE d=2" HACIA MONTANTE DE DESAGUE INGRESO DE AGUA d=3/4" Y REBOSE d 2" PVC BAJA TUB. LIMPIEZA CORTE B-B TANQUE ELEVADO Forma : cilindrica 1.- Tanque Elevado de Fibrocemento Codigo : 101-24-804 Capacidad : 1000 litros Dimenciones : altura : 1.11 m. 1.- Tapa de Fibrocemento diametro : 1.18 m. Dimenciones : altura : 0.06 m. diametro : 1.46 m. Forma : cilindrica Codigo : 101-24-944 ESPECIFICACIONES TECNICAS w/h VIENE DE RED PUBLICA DE ELECTROSUR DE RED PUBLICA A T.G.1 Poso a Tierra P P (1) (1) (2) (4) (3) (5) (4) (5) (6) (7) (8) (9) (10) (9) (10) (10) (11) (12) (14) (13) (13) (15) (16) (17) (18) (18) (19) (19) (20) (4a) S (1) 2S (19,20) 2S (2,4) 2S (6,7) 2S (9,10) 2S (15,18) S (16) S (14) S (11) C-1 C-2 C-3 C-4 P 1 d 25 mm-PVC-SAP 2x6mm2 TW Viene de T.G. 1 d 25 mm-PVC-SAP 2x6mm2 TW Sube a Tablero de Distribución 1 d 25 mm-PVC-SAP 2x6mm2 TW Viene de T.G. C-7 C-8 C-9 2x4+1x4 mm2 THW en PVC-25mm PVC-SAP Lavadora 2x2.5 mm2 TW en PVC-20mm PVC- SEL 2x15 A Alumbrado 1er. Piso Reserva VA A RED PUBLICA C.T.= + 0.05 m. C.F.= - 0.80 m. C.R.= 0.30 x 0.60 VIENE DE RED PUBLICA \W1.30000x;THERMA \W1.30000x;THERMA C-10 2x4+1x4 mm2 THW en PVC-25mm PVC-SAP Therma SUBE 2do PISO (tanque elevado) d 2" PVC SUBE TUB. DE VENT. d 2" PVC d 2" PVC SUBE TUB. DE VENT. d 2" PVC SUBE 2do PISO d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d 2" PVC BAJA AGUA CALIENTE d 2" PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d4" d4" d4" d2" d2" d4" d4" d4" d2" d2" d2" d2" d2" d4" d4" d4" d2" d2" d4" d4" d4" d2" \W1.3;VESTIBULO \W1.3;MINI BAR \W1.3;SALA \W1.3;COMEDOR \W1.3;COCINA \W1.3;SS.HH. \W1.3;DORMITORIO \W1.3;JACUZZI \W1.3;1/2 SS.HH. \W1.3;CART - PORT \W1.3;BARBACOA \W1.3;JARDINERIA \W1.3;JARDINERIA d 2" PVC BAJA AGUA CALIENTE d 2" PVC d 2" PVC SUBE TUB. DE VENT. d 2" PVC d 2" PVC SUBE TUB. DE VENT. d 2" PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d1/2" de PVC d2" d2" d2" d2" VIENE TUBERIA DE DESAGUE d4" \W1.3;CUARTO DE SERVICIO \W1.3;AZOTEA PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: INSTALACIONES ELECTRICAS DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: INSTALACIONES SANITARIAS DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO TACNA TACNA A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ. \W1.30000x;1 \W1.30000x;2 \W1.30000x;3 \W1.30000x;4 \W1.30000x;5 \W1.30000x;6 \W1.30000x;7 \W1.30000x;8 \W1.30000x;9 0.25 0.25 0.25 0.25 0.25 ESCALA = 1/25 ENCUENTRO EN VIGAS Y COLUMNAS 0.25 0.25 0.25 0.10 0.30 0.10 0.30 0.10 0.20 0.15 0.05 0.0999999999999091 0.3000000000000682 0.1000000000000227 0.2999999999999545 0.1000000000001364 0.1999999999999318 0.1499999999999204 CORTE TIPICO DE ALIGERADO ESCALA = 1/10 refuerzo de temperatura d 1/4" @ 0.25 0.0500000000000114 \A1;.15 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;2.59 \A1;.30 \A1;2.91 \A1;.30 \A1;.30 \A1;3.55 \A1;.30 \A1;3.55 \A1;.30 \A1;3.58 \A1;4.13 \A1;.30 \A1;3.55 \A1;.30 \A1;3.35 \A1;.30 \A1;3.58 \A1;4.13 \A1;.15 \A1;3.90 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 0.25 0.25 0.15 0.20 0.30 VARIABLE EN PLANTA 0.30 0.075 0.10 0.50 \A1;L \A1;L \A1;L \A1;L 0.25 0.15 0.35 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;1.32 \A1;.30 \A1;1.69 \A1;.45 \A1;1.50 \A1;1.87 \A1;.43 \A1;.43 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.73 \A1;2.91 \A1;.30 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 \A1;.45 \A1;1.50 \A1;1.87 \A1;.15 \A1;.15 \A1;1.99 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.28 \A1;.15 \A1;1.51 \A1;1.70 \A1;.15 \A1;.15 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;3.64 \A1;.30 \A1;1.87 \A1;.45 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.00 \A1;1.82 \A1;.50 \A1;1.32 \A1;.15 \A1;.15 \A1;3.64 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;3.19 \A1;.30 \A1;.28 \A1;.15 \A1;.59 \A1;1.97 \A1;.30 \A1;.34 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.25 \A1;3.94 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 \A1;1.32 \A1;1.69 \A1;.45 \A1;1.50 \A1;1.87 \A1;.40 \A1;.20 \A1;.50 \A1;.45 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;1.99 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.28 \A1;.15 \A1;1.51 \A1;1.70 \A1;.15 \A1;.15 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.21 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;3.64 \A1;.30 \A1;1.87 \A1;.45 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.21 \A1;.30 \A1;3.64 \A1;.00 \A1;1.87 \A1;.45 \A1;1.32 \A1;.15 \A1;.15 \A1;3.64 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;3.19 \A1;.30 \A1;.28 \A1;.15 \A1;.59 \A1;1.97 \A1;.30 \A1;.34 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;2.25 \A1;3.94 \A1;3.58 \A1;4.13 \A1;.15 \A1;.35 \A1;.73 \A1;.60 \A1;.38 0.60 2.60 0.40 \A1;.30 \A1;.30 \A1;.30 \A1;3.64 \A1;.30 \A1;3.35 C-1 Z-1 -1340.643143416512 6 Ø 1/2" -1340.643143416512 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 P-1 Ø 1/4" -1340.643143416512 4 Ø 1/2" -1340.643143416512 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 C-1 Ø 1/4" C-1 Z-2 C-1 Z-1 Z-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-1 C-1 Z-2 C-1 Z-2 C-1 Z-2 P-1 Z-3 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-2 Z-2 P-2 Z-2 C-1 Z-1 P-1 Z-2 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 1 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 3 2 1 F -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 E D C B A -1340.643143416512 -1340.643143416512 3 2 1 TIPO DE ZAPATAS ESC 1/20 VS 3 @ 0.10 Rto @ 0.20 1 @ 0.05 2 @ 0.15 Ø 1/4" -1340.643143416512 4 Ø 3/8" 0.25m 0.30m 0.35m 0.40m Ø 3/8" 1/2" 5/8" 3/4" L TIPO DE DOBLADO DE REFUERZO EN VIGA 4 Ø 1/2" VCH 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 VS VS VS VS VS VS VS VCH VCH VP-2 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 -1340.643143416512 -1340.643143416512 VP VP VP VP VP VP VP VP-2 VP-2 VP-2 VCH VCH VCH Ø 1/2" Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 1/2" Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 1/2" Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 Ø 3/8" -1340.643143416512 -1340.643143416512 \W3.63672; PLANO DE CIMENTACION ESC 1/50 \W4.92023; PLANO DE ALIGERADOS ESC 1/50 PRIMERA PLANTA PRIMERA PLANTA 6 Ø 1/2" \W1.30000x;LAVADORA \W1.30000x;SECADORA \W4.92023; PLANO DE ALIGERADOS ESC 1/50 SEGUNDA PLANTA VCH VS VS VS VS VS VS VS-1 VS VS VCH VCH VCH -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 3 2 1 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 3 2 1 -1340.643143416512 -1340.643143416512 F -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 E D C B A CC-4 CIMIENTOS CORRIDOS CC-2 CC-3 ESCALA = 1/25 -1340.643143416512 -1340.643143416512 ANCLAJE DE COLUMNA EN CIMIENTO CORRIDO ESCALA = 1/25 f' c = 100 kg/cm2 CIMIENTO CEMENTO - HORMIGON 1 : 10 + 30% DE PIEDRA GRANDE (6") f' c = 100 kg/cm2 SOBRECIMIENTO CEMENTO - HORMIGON 1 : 8 + 25% DE PIEDRA MEDIANA (3") ALBANILERIA CONCRETO O ARCILLA 25% PERFORACIONES MORTERO (1:4) fm = 35 kg/cm2 estribo 1/4" @ 0.10 NPT +0.15 ver cuadro de estribos NTN ±0.00 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 SOLADO f'c = 100 Kg/cm2 ESCALA = 1/25 -1340.643143416512 -1340.643143416512 CORTE TIPICO DE ZAPATA -1340.643143416512 -1340.643143416512 -1340.643143416512 VARIABLE VIGAS Ladrillo tipo II RNC, f´m=35 Kg/cm2 Mortero = 1:4, cemento-arena LOSA ALIGERADA \LALBAÑILERIA\l SOBRECIMIENTOS : Concreto f`c=100 Kg/cm2, C:H (1:8+25% P.M. 3") ZAPATAS : f´c = 175 Kg/cm2 COLUMNAS : f`c = 210 Kg/cm2 VIGAS : f`c = 210 Kg/cm2 ACERO : Fy = 4200 Kg/cm2 TERRENO t = 1.5 Kg/cm2 , (verificar en obra hasta encontrar suelo firme) \LRECUBRIMIENTOS LIBRES COLUMNAS ALIGERADO : f`c = 210 Kg/cm2 \LCONCRETO ARMADO ESPECIFICACIONES TECNICAS CIMIENTOS : Concreto f`c=80 Kg/cm2, C:H (1:10+30% P.G. 6") \LCONCRETO SIMPLE - - LOSAS, 60 30 40 50 VIGAS (cm) TRASLAPES Y EMPALMES - - 5/8" 6mm 3/8" 1/2" d Rmin. 1.5cm 2.0cm No se empalmarán más de 50% de la misma sección. se ubicarán en el ESTRIBOS EN COLUMNAS -1340.643143416512 Los empalmes L L 10cm 15cm tercio central. armadura en una d 6mm 3/8" R - - superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna de apoyo. empalmes del refuerzo No se permitirán 50 30 40 COLUM. (cm) LOSAS Y VIGAS -1340.643143416512 -1340.643143416512 -1340.643143416512 SARDINEL S-1 DE SOBRECIMIENTO ESPECIFICACION -1340.643143416512 -1340.643143416512 -1340.643143416512 NFP. ESC 1/20 VIGA CIMENTACION, ZAPATA : 7.50 cm : 3.00 cm : 2.50 cm : 2.50 cm \LDESPLAZAMIENTOS: VIVIENDAS: S/C = 200 Kg/cm2 FACTOR DE ZONA : Z = 0.40 \LPARAMETROS DE SITIO: \LSISTEMA ESTRUCTURAL PARAMETROS DE DISEÑO DUAL (Portico-Placas) FACTOR DE USO : U = 1.00 FACTOR DE SUELO : S = 1.20 *PERIODO DE VIBRACION DEL SUELO :Tp = 0.60 Seg. FACTOR DE DUCTILIDAD :R = 7 *COEFICIENTE DE SISMO :Ct = 45 x = 0.20 Cm y = 0.70 Cm \LSOBRECARGAS: ESCALERAS: S/C = 400 Kg/cm2 AZOTEA: S/C = 150 Kg/cm2 DETALLED DE COLUMNAS Y PLACAS ESPACIAMIENTO EN CADA EXTREMO 1@ 0.05, 5@ 0.10, 2@ 0.15, resto @ 0.20 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 CUADRO DE ESTRIBOS TIPO 1 2 d 3/8" 1/4" ESCALA = 1/25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 1/4" 3 nfp .60 -1340.643143416512 -1340.643143416512 -1340.643143416512 0.80 0.80 0.60 nfp -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 0.60 nfp 0.80 P-2 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 P-2 Ø 1/4" -1340.643143416512 -1340.643143416512 4 Ø 1/2" P-2 P-2 Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente TIPO DE VIGAS ESCALA = 1/25 COLUMNAS Ubicar en el 1/3 de H central y no mas del 50% H 5/8" 60 3/4" 80 50 60 L 1 (cm) 1/4" 30 d 3/8" 1/2" 40 50 L 1 L 2 (cm) - 30 40 LOSAS y VIGAS E M P A L M E S No se permitiran empalmes de refuerzo superior (negativo) en una longitud de 1/4 de la luz de la viga o losa a cada lado de la columna o apoyo 2 L -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 C' -1340.643143416512 -1340.643143416512 -1340.643143416512 B' -1340.643143416512 -1340.643143416512 ALIGERADO 1ra PLANTA 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" C' C D E C D E C' 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" B C' C D E C D E B' B 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" B C' C D E B' 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" C D C' C' C' -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 F -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 E D C B A -1340.643143416512 -1340.643143416512 -1340.643143416512 B' -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 3 2 1 F -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 E D C B A -1340.643143416512 -1340.643143416512 3 2 1 F -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 E D C B A -1340.643143416512 -1340.643143416512 C' -1340.643143416512 -1340.643143416512 -1340.643143416512 B' VIGA - 1 VIGA - 2 VIGA - 3 1 3 2 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" VIGA - D 3 2 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" VIGA - B' 1 3 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 3 2 1 TIPO ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS 1@ 0.05, resto @ 0.20 1/4" 1/4" 3/8" d 2 Ø 3/8" 6 Ø 1/2" -1340.643143416512 VP 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 -1340.643143416512 -1340.643143416512 EMPALMES DE VIGAS ESCALA = 1/25 VP VP -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 -1340.643143416512 VS VS VS VS VCH VCH 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: CIMENTACIONES DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ESTRUCTURAS DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO TACNA TACNA A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ. \A1;.45 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;1.99 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.28 \A1;.15 \A1;1.51 \A1;1.70 \A1;.15 \A1;.15 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.21 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;3.64 \A1;.30 \A1;1.87 \A1;.45 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.21 \A1;.30 \A1;3.64 \A1;.00 \A1;1.87 \A1;.45 \A1;1.32 \A1;.15 \A1;.15 \A1;3.64 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;3.19 \A1;.30 \A1;.28 \A1;.15 \A1;.59 \A1;1.97 \A1;.30 \A1;.34 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;2.25 \A1;3.94 \A1;3.58 \A1;4.13 \A1;.15 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.13 \A1;1.14 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;2.59 \A1;.30 \A1;2.91 \A1;.30 \A1;.30 \A1;3.55 \A1;.30 \A1;3.55 \A1;.30 \A1;3.58 \A1;4.13 \A1;.30 \A1;3.55 \A1;.30 \A1;3.35 \A1;.30 \A1;3.58 \A1;4.13 \A1;.15 \A1;3.90 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 0.25 0.25 0.15 0.20 0.30 VARIABLE EN PLANTA 0.30 0.075 0.10 0.50 \A1;L \A1;L \A1;L \A1;L 0.25 0.15 0.35 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;1.32 \A1;.30 \A1;1.69 \A1;.45 \A1;1.50 \A1;1.87 \A1;.43 \A1;.43 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.73 \A1;2.91 \A1;.30 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 \A1;.45 \A1;1.50 \A1;1.87 \A1;.15 \A1;.15 \A1;1.99 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.28 \A1;.15 \A1;1.51 \A1;1.70 \A1;.15 \A1;.15 \A1;.30 \A1;1.69 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;3.64 \A1;.30 \A1;1.87 \A1;.45 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.30 \A1;3.64 \A1;.00 \A1;1.82 \A1;.50 \A1;1.32 \A1;.15 \A1;.15 \A1;3.64 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;3.19 \A1;.30 \A1;.28 \A1;.15 \A1;.59 \A1;1.97 \A1;.30 \A1;.34 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;.15 \A1;.15 \A1;.18 \A1;2.60 \A1;2.28 \A1;.18 \A1;1.50 \A1;.67 \A1;.15 \A1;.15 \A1;.30 \A1;7.40 \A1;.30 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.25 \A1;3.94 \A1;3.58 \A1;4.13 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;2.07 \A1;1.32 \A1;1.69 \A1;.45 \A1;1.50 \A1;1.87 \A1;.40 \A1;.20 \A1;.50 \A1;.15 \A1;.35 \A1;.73 \A1;6.61 \A1;.60 0.60 2.60 0.40 \A1;.30 \A1;.30 \A1;.30 \A1;3.64 \A1;3.35 C-1 Z-1 5 6 Ø 1/2" 5 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 P-1 Ø 1/4" 5 4 Ø 1/2" 5 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 C-1 Ø 1/4" C-1 Z-2 C-1 Z-1 Z-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-2 C-1 Z-1 C-1 Z-2 C-1 Z-2 C-1 Z-2 P-1 Z-3 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-1 Z-3 P-2 Z-2 P-2 Z-2 C-1 Z-1 P-1 Z-2 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 1 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 1 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 CC - 3 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 3 2 1 F 5 5 5 5 E D C B A 5 5 3 2 1 TIPO DE ZAPATAS ESC 1/20 VS 3 @ 0.10 Rto @ 0.20 1 @ 0.05 2 @ 0.15 Ø 1/4" 5 4 Ø 3/8" 0.25m 0.30m 0.35m 0.40m Ø 3/8" 1/2" 5/8" 3/4" L TIPO DE DOBLADO DE REFUERZO EN VIGA 4 Ø 1/2" VCH 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 VS VS VS VS VS VS VS VCH VCH VP-2 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 5 5 VP VP VP VP VP VP VP VP-2 VP-2 VP-2 VCH VCH VCH Ø 1/2" Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 1/2" Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 1/2" Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 Ø 3/8" 5 5 \W3.63672; PLANO DE CIMENTACION ESC 1/50 \W4.92023; PLANO DE ALIGERADOS ESC 1/50 PRIMERA PLANTA PRIMERA PLANTA 6 Ø 1/2" \W1.30000x;LAVADORA \W1.30000x;SECADORA \W4.92023; PLANO DE ALIGERADOS ESC 1/50 SEGUNDA PLANTA VCH VS VS VS VS VS VS VS-1 VS VS VCH VCH VCH 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 2 1 5 5 5 5 5 5 5 3 2 1 5 5 F 5 5 5 5 5 E D C B A CC-4 CIMIENTOS CORRIDOS CC-2 CC-3 ESCALA = 1/25 0.25 0.25 ANCLAJE DE COLUMNA EN CIMIENTO CORRIDO ESCALA = 1/25 f' c = 100 kg/cm2 CIMIENTO CEMENTO - HORMIGON 1 : 10 + 30% DE PIEDRA GRANDE (6") f' c = 100 kg/cm2 SOBRECIMIENTO CEMENTO - HORMIGON 1 : 8 + 25% DE PIEDRA MEDIANA (3") ALBANILERIA CONCRETO O ARCILLA 25% PERFORACIONES MORTERO (1:4) fm = 35 kg/cm2 estribo 1/4" @ 0.10 NPT +0.15 ver cuadro de estribos NTN ±0.00 0.60 0.15 0.20 2.60 0.30 VARIABLE EN PLANTA SOLADO f'c = 100 Kg/cm2 ESCALA = 1/25 0.30 0.075 CORTE TIPICO DE ZAPATA 0.10 0.50 0.40 VARIABLE VIGAS Ladrillo tipo II RNC, f´m=35 Kg/cm2 Mortero = 1:4, cemento-arena LOSA ALIGERADA \LALBAÑILERIA\l SOBRECIMIENTOS : Concreto f`c=100 Kg/cm2, C:H (1:8+25% P.M. 3") ZAPATAS : f´c = 175 Kg/cm2 COLUMNAS : f`c = 210 Kg/cm2 VIGAS : f`c = 210 Kg/cm2 ACERO : Fy = 4200 Kg/cm2 TERRENO t = 1.5 Kg/cm2 , (verificar en obra hasta encontrar suelo firme) \LRECUBRIMIENTOS LIBRES COLUMNAS ALIGERADO : f`c = 210 Kg/cm2 \LCONCRETO ARMADO ESPECIFICACIONES TECNICAS CIMIENTOS : Concreto f`c=80 Kg/cm2, C:H (1:10+30% P.G. 6") \LCONCRETO SIMPLE - - LOSAS, 60 30 40 50 VIGAS (cm) TRASLAPES Y EMPALMES - - 5/8" 6mm 3/8" 1/2" d Rmin. 1.5cm 2.0cm No se empalmarán más de 50% de la misma sección. se ubicarán en el ESTRIBOS EN COLUMNAS L Los empalmes L L 10cm 15cm tercio central. armadura en una d 6mm 3/8" R - - superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de la columna de apoyo. empalmes del refuerzo No se permitirán 50 30 40 COLUM. (cm) LOSAS Y VIGAS L L L SARDINEL S-1 DE SOBRECIMIENTO ESPECIFICACION 0.25 0.15 0.35 NFP. ESC 1/20 VIGA CIMENTACION, ZAPATA : 7.50 cm : 3.00 cm : 2.50 cm : 2.50 cm \LDESPLAZAMIENTOS: VIVIENDAS: S/C = 200 Kg/cm2 FACTOR DE ZONA : Z = 0.40 \LPARAMETROS DE SITIO: \LSISTEMA ESTRUCTURAL PARAMETROS DE DISEÑO DUAL (Portico-Placas) FACTOR DE USO : U = 1.00 FACTOR DE SUELO : S = 1.20 *PERIODO DE VIBRACION DEL SUELO :Tp = 0.60 Seg. FACTOR DE DUCTILIDAD :R = 7 *COEFICIENTE DE SISMO :Ct = 45 x = 0.20 Cm y = 0.70 Cm \LSOBRECARGAS: ESCALERAS: S/C = 400 Kg/cm2 AZOTEA: S/C = 150 Kg/cm2 DETALLED DE COLUMNAS Y PLACAS ESPACIAMIENTO EN CADA EXTREMO 1@ 0.05, 5@ 0.10, 2@ 0.15, resto @ 0.20 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 CUADRO DE ESTRIBOS TIPO 1 2 d 3/8" 1/4" ESCALA = 1/25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.20 1/4" 3 nfp .60 5 5 5 0.80 0.80 0.60 nfp 5 5 5 5 5 5 5 0.60 nfp 0.80 P-2 1 @ 0.05 2 @ 0.15 4 @ 0.10 Rto @ 0.20 P-2 Ø 1/4" 5 5 4 Ø 1/2" P-2 P-2 Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente Columna existente TIPO DE VIGAS ESCALA = 1/25 COLUMNAS Ubicar en el 1/3 de H central y no mas del 50% H 5/8" 60 3/4" 80 50 60 L 1 (cm) 1/4" 30 d 3/8" 1/2" 40 50 L 1 L 2 (cm) - 30 40 LOSAS y VIGAS E M P A L M E S No se permitiran empalmes de refuerzo superior (negativo) en una longitud de 1/4 de la luz de la viga o losa a cada lado de la columna o apoyo 2 L 5 5 5 5 5 5 C' 5 5 5 B' 5 5 ALIGERADO 1ra PLANTA 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" C' C D E C D E C' 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" B C' C D E C D E B' B 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" B C' C D E B' 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" C D C' C' C' 5 5 5 5 5 5 5 5 5 5 5 F 5 5 5 5 5 E D C B A 5 5 5 B' 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 3 2 1 F 5 5 5 5 5 E D C B A 5 5 3 2 1 F 5 5 5 5 5 E D C B A 5 5 C' 5 5 5 B' VIGA - 1 VIGA - 2 VIGA - 3 1 3 2 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" VIGA - D 3 2 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" VIGA - B' 1 3 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 3 2 1 TIPO ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS 1@ 0.05, resto @ 0.20 1/4" 1/4" 3/8" d 2 Ø 3/8" 6 Ø 1/2" <> VP 3 @ 0.10 1 @ 0.05 2 @ 0.15 Ø 1/4" Rto @ 0.20 5 5 EMPALMES DE VIGAS ESCALA = 1/25 VP VP 5 5 5 <> VS VS VS VS VCH VCH 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, resto @ 0.10 1@ 0.05, resto @ 0.10 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 1@ 0.05, 4@ 0.10, 2@ 0.15, resto @ 0.25 PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: CIMENTACIONES DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO PROFESIONAL: ARQ. ESCALA: INDICADA FECHA: LAMINA: \T0.80000;A-1 01-09-13 PROPIETARIO: PLANO DE: ESTRUCTURAS DIRECCION: PROYECTO: VIVIENDA UNIFAMILIAR DIBUJO CAD: \T0.85000;RONALD MAMANI DISEÑO TACNA TACNA A\T0.75000; \T0.85000;RQ. A\T0.75000; \T0.85000;RQ.

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bathroom, casa, chalet, detached, dwelling unit, DWG, Family, full, garage, guest, haus, home, house, levels, lobby, logement, maison, Project, projection, residên, residence, single, small, unidade de moradia, villa, wohnung, wohnung einheit