Bedroom Two-Storey House DWG Full Project for AutoCAD

Bedroom Two-Storey House DWG Full Project for AutoCAD

is a project of 7 x 10 m a two story house for a family of 4 members three bedrooms

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

sce, canes, gral. board, switch, single line diagram, meter, connection, line by floor, electrical record, ups electric cable, re, outlet center, line by slab, load center, cfe connection, contact, damper, flying buttress in wall, staircase switch, electrical symbology, load table, circuit, total, watts, vacuum, details of the effort, criticism, section, real road, private road, details of chains, details of castles, details of foundations, check, carcamo , polished, flattened and, partition walls, water pump, reinforced concrete, slab, castles and chains, water, intake, r. e., alejandro, cabrera reyes, rquitecto, review, mrs. luciana degante garcia, responsible expert :, owner :, authorize, total surface, surface of the land, dimensions:, location, date: construction and supervision of work., architecture, house room, arch. alejandro cabrera reyes, street real road without number, plane :, project :, scale :, location :, surface p. low, surface p. high, in meters, indicated, orientation, notes :, the concrete, place performing necessary tests, the cement for, minimum free coating of the reinforcement steel in the structure, admissible load capacity of the ground will be taken in the, effort to avoid that has rust returned before deposition, special care will be taken in the cleaning of the steel of re-, when casting, integral dosed according to the manufacturer’s indications, dimensions in meters and elevations in meters, except the despalme should be done at indicated elevations, elaborate the concrete will be type v, those indicated in another unit, surface and clean with wire brush and water under pressure, the unbounded dimensions are only of width of walls, the structures will be displaced on the template of , adding an additive to join old concrete with new one, before the new casting., in construction joints it will be necessary to specify the su-, bypass, road, real, priv. real road, federal road, chignaulingo, hydro-sanitary, hot water pipe, installation symbolism, low water tank, wastewater drain, low water heater, hot water rises, sanitary pipe line, water goes to the water tank, cold water pipe, sac, bac, bat, ban, sat, up, kitchen, dining room, hall, room, office, access, service patio, low, master bedroom, bathroom, empty, dala, details of castles, dala de Arrangement and closing dala, light well, washing area, heater, property boundary, reinforcement, stair anchors, pole anchor for stair ramp, floor slab projection, slab slope, roof service staircase , municipal connection, cube of stairs, projection of wall, bedroom, projection cistern, projected:

Raw text data extracted from CAD file:

17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 \A1;10.150 \A1;2.400 \A1;1.990 \A1;0.470 \A1;4.870 \A1;1.420 \A1;2.856 \A1;0.534 \A1;2.210 -194.8953508740937 -194.8953508740937 B D C F E -194.8953508740937 -194.8953508740937 -194.8953508740937 -194.8953508740937 -194.8953508740937 -194.8953508740937 -194.8953508740937 A 6 C B F E D H G 1 5´ 5 4 3 2 M N O P \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.16 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 K-2 K-1 K-1 CO-1 K-2 K-1 CO-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-2 K-2 K-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-1 s.c.e. 8 7 6 5 3 2 4 1 6 1 5´ 5 4 3 2 A B B F C C C E P O N M 6 1 5´ 5 4 3 2 C E C C F A B B P O N M N°3 (3/8") @ 25 cm. bastones N°3 (3/8") @ 50 cm. N°3 (3/8") @ 50 cm. bastones N°3 (3/8") @ 20 cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 25cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 20 cm. TABLERO GRAL. INTERRUPTOR C - 1 15 AMP. C - 2 15 AMP. DIAGRAMA UNIFILAR MEDIDOR ACOMETIDA LINEA POR PISO REGISTRO ELECTRICO MEDIDOR SUBE CABLE ELECTRICO INTERRUPTOR R.E. SALIDA DE CENTRO LINEA POR LOSA CENTRO DE CARGA ACOMETIDA C.F.E. CONTACTO APAGADOR ARBOTANTE EN MURO APAGADOR ESCALERA SIMBOLOGIA ELECTRICA A D B C G E F H 4 5 5´ 2 3 1 M N P O CUADRO DE CARGAS FACTOR DE DEMANDA 60% = 4250x 0.6 = 2550 1100 C - 1 C - 2 900 CIRCUITO 100 W TOTAL 2275 875 1000 1975 4250 300 75 WATTS 75 W 125 W 14 15 16 17 5 vacio 1 4 2 3 6 7 8 vacio N°3 (3/8") @ 20 cm. N°3 (3/8") @ 50 cm. bastones N°3 (3/8") @ 25 cm. N°3 (3/8") @ 25 cm. N°3 (3/8") @ 30 cm. 16 17 N°3 (3/8") @ 25cm. N°3 (3/8") @ 50 cm. bastones vacio N°4 (1/2") @ 20 cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 25cm. N°3 (3/8") @ 20 cm. N°3 (3/8") @ 25 cm. \A1;12.500 \A1;54.000 \A1;54.000 \A1;12.500 \A1;0.25 \A1;0.30 D = DIAMETRO DE DOBLEZ Lt = LONGITUD DE TRASLAPE Lg = LONGITUD DE DESARROLLO D E T A L L E S D E L R E F U E R Z O L2 D Lg L4 L3 CRITICA SECCION D Lt Lg SECCION CRITICA L1 L5 135 10 8 6 5 4 3 * 135 fy = kg/cm. 2 f'c = 17 56 38 48 160 - 27 10 40 31 38 99 15 15 8 30 23 28 58 11 11 6 25 19 25 51 6 9 5 20 15 20 41 5 8 4 15 11 15 30 4 6 L3 L2 L1 Lg Lt d D Kg/cm 2 13 37 10 28 8 20 6 17 6 13 6 L5 L4 -243.7212242409819 -243.7212242409819 -243.7212242409819 NPT=3.20 2.500 2.000 1.500 1.000 0.500 0.000 CAMINO REAL NPT=1.60 COLINDANCIA (SR. JOSE PERDOMO GARCIA) 3.500 3.000 3.000 3.500 2.500 2.000 1.500 1.000 0.500 COLINDANCIA (SR. JEUCARIO PERALTA) -243.7212242409819 PRIVADA DE CAMINO REAL \A1;0.60 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.06 \A1;0.70 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.70 \A1;0.06 DETALLES DE CADENAS CADENA DE CERRAMIENTO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. CADENA DE DESPLANTE DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. -190.4359455593649 -190.4359455593649 -190.4359455593649 -190.4359455593649 DETALLES DE CASTILLOS CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 6 VARILLAS DEL N°3 (3/8") Y DOBLE ESTRIBO DEL N°2 (1/4") @ 20 CM. CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. COLUMNA DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. -187.9652646467666 -187.9652646467666 -187.9652646467666 -187.9652646467666 -187.9652646467666 -187.9652646467666 -187.9652646467666 -190.562943234843 C-1 -190.562943234843 -190.562943234843 -190.562943234843 -190.562943234843 -190.562943234843 -190.562943234843 -190.562943234843 DETALLES DE CIMENTACIÓN C-3 C-2 -190.562943234843 -190.562943234843 -190.562943234843 -190.562943234843 CAP. 7,200 LTS. (7.2 M3) LARGO 2.50 M PROFUNDIDAD 1.60 M ANCHO 1.80 M 210 CHECK CARCAMO 40 15 15 125 182 120 PULIDOS APLANADO Y MUROS DE TABIQUE 15 20 12 40 BOMBA DE AGUA CONCRETO ARMADO LOSA, CASTILLOS Y CADENAS DE SUBE A TINACO / 3/4" O AGUA TOMA 10 20 CO-1 K-2 K-1 2-10 R. E. 2-12 2-12 2-14 2-12 2-12 2-12 C-1 C-1 C-1 2-14 2-12 2-12 2-12 C-1 C-1 C-1 C-1 C-1 C-1 2-12 5 2-12 2-12 2-12 2-12 2-12 2-10 C-2 C-1 C-1 C-1 C-1 C-1 C-1 1 3 2 1 4 2-12 2-14 2-12 2-12 2-14 2-12 C-1 C-1 C-1 C-1 C-1 C-1 C-1 2-12 2-12 2-12 2-12 2-14 2-14 2-12 2-12 2-12 2-14 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 2 8 7 6 C-1 2-12 C-1 C-1 C-1 2-14 2-12 C-2 C-2 2-12 2-12 2-12 2-14 2-12 C-2 C-2 C-2 C-2 C-2 2-12 2-14 2-12 2-14 2-12 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 5 1 1 2 4 3 2-12 2-12 2-12 2-14 2-12 2-12 2-12 2-14 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 6 2 12 11 10 9 8 7 \A1;0.900 \A1;1.300 \A1;0.500 \A1;2.000 \A1;0.220 \A1;2.700 \A1;2.276 \A1;2.200 \A1;2.200 \A1;2.300 \A1;2.400 \A1;1.200 \A1;2.200 \A1;2.570 \A1;2.150 \A1;1.450 \A1;6.920 \A1;0.500 \A1;1.500 \A1;0.250 \A1;2.331 \A1;1.500 \A1;0.700 \A1;0.500 \A1;2.700 \A1;2.800 \A1;2.150 \A1;0.250 \A1;1.720 \A1;6.920 \A1;2.150 \A1;3.300 \A1;0.200 \A1;2.000 \A1;0.900 \A1;1.500 \A1;0.900 \A1;1.500 \A1;0.400 \A1;0.800 \A1;5.200 \A1;6.000 \A1;0.400 NPT=5.70 O´ -216.4268637318123 -216.4268637318123 -216.4268637318123 B -216.4268637318123 NPT=2.90 C -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=5.85 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=4.10 NPT=2.90 G H -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=5.70 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=2.90 1 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=3.30 3 2 -216.4268637318123 -216.4268637318123 -216.4268637318123 NPT=5.85 NPT=5.70 NPT=3.30 -216.4268637318123 -216.4268637318123 -216.4268637318123 6 -216.4268637318123 -216.4268637318123 -216.4268637318123 -216.4268637318123 ALEJANDRO CABRERA REYES RQUITECTO ARQ.-1 REVISO SRA. LUCIANA DEGANTE GARCIA 675.00 M2. 156.83 M2. Perito Responsable: Propietario: AUTORIZO SUPERFICIE TOTAL SUPERFICIE DEL TERRENO Cotas: a LOCALIZACION Fecha: 86.73 M2. 70.10 M2. S TRUCCIÓN Y SUPERVISIÓN DE OBRA. RQUITECTURA CASA HABITACION ARQ. ALEJANDRO CABRERA REYES CALLE CAMINO REAL SIN NUMERO Plano: Proyecto: Escala: Ubicacion: Proyecto: SUPERFICIE P. BAJA SUPERFICIE P. ALTA MAYO DEL 2001 EN METROS O N INDICADA ORIENTACION NOTAS: COMPACTADO AL 95% TAR EL CONCRETO LUGAR REALIZANDO PRUEBAS NECESARIAS, EL CEMENTO PARA RECUBRIMIENTO LIBRE MINIMO DEL ACERO DE REFUERZO EN ESTRUC- TURAS SERA DE 2 CM. Y LOSA SERA DE UN MINIMO DE 0.5 CM. CAPACIDAD DE CARGA ADMISIBLE DEL TERRENO SE TOMARA EN EL FUERZO PARA EVITAR QUE TENGA OXIDO VUELTO ANTES DE DEPOSI- SE TENDRA ESPECIAL CUIDADO EN LA LIMPIEZA DEL ACERO DE RE- LOS TRASLAPES SERAN DE 40 VECES EL DIAMETRO DE LA VARILLA EL TAMAÑO MAXIMO DEL AGREGADO SERA DE 19 MM (3/4)" 4200 KG/CM2, EXEPTO EN VARILLAS DEL No 2 QUE SERA VARILLA EL ACERO DE REFUERZO SERA REDONDO CORRUGADO DE F`y = AL COLARLO, INTEGRAL DOSIFICADO SEGUN LO INDIQUE EL FABRICANTE EN ESTRUCTURA USAR CONCRETO DE F´C = 250 KG/CM2, VIVRADO DIMENSIONES EN METROS Y ELEVACIONES EN METROS, EXEPTO LAS ( DE EXISTIR)EL RELLENO SERA CON MATERIAL INERTE DE BANCO EL DESPALME DEBERA HACERSE A LAS ELEVACIONES INDICADAS ELABORAR EL CONCRETO SERA TIPO V EL ACERO ESTRUCTURAL SERA A-36 LISA DE F´y = 2530 KG/CM2 LAS INDICADAS EN OTRA UNIDAD PERFICIE Y LIMPIAR CON CEPILLO DE ALAMBRE Y AGUA A PRESION, LAS DIMENSIONES NO ACOTADAS SOLO SON DE ANCHURA DE MUROS LAS ESTRUCTURAS SE DESPLANTARAN SOBRE LA PLANTILLA DE CON- AGREGANDO UN ADITIVO PARA UNIR CONCRETO VIEJO CON NUEVO CRETO SIMPLE F´C = 100 KG/CM2 Y 5 CM DE ESPESOR LOS CUALES SE TOMARAN ESTANDAR DE 15 CMS. ANTES DEL NUEVO COLADO. EN JUNTAS DE CONSTRUCCION SE DEBERA ESPECARIFICAR LA SU- LIBRAMIENTO CAMINO REAL PRIV. CAMINO REAL CARRETERA FEDERAL A CHIGNAULINGO REGISTRO DE 40 X 60 CM. CON CAIDA DESARENADOR DE 40 X 40 CM. 60 CM. DE ALTURA R1 D HIDRO-SANITARIA TUBERIA DE AGUA CALIENTE SIMBOLOGIA INSTALACION BAJA AGUA DEL TINACO BAJANTE DE AGUAS NEGRAS BAJA AGUA AL CALENTADOR SUBE AGUA CALIENTE REGISTRO DE 40 X 60 CM. LINEA DE TUBERIA SANITARIA SUBE AGUA AL TINACO TUBERIA DE AGUA FRIA S.A.C. B.A.C. B.A.T. B.A.N. S.A.T. R E C D NPT=-1.30 B A E D C G F 1 6 5 4 3 2 M N P O \A1;3.000 \A1;1.350 \A1;2.700 \A1;2.150 \A1;1.000 \A1;1.575 \A1;2.250 \A1;1.800 \A1;1.000 \A1;1.150 \A1;2.225 6 5 2 3 4 1 -186.9368395943006 -186.9368395943006 -186.9368395943006 -186.9368395943006 -186.9368395943006 B A -186.9368395943006 E -186.9368395943006 C D -186.9368395943006 -186.9368395943006 -186.9368395943006 G F -186.9368395943006 N M P O \A1;0.16 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. -221.2059118949616 -221.2059118949616 K-3 -221.2059118949616 -221.2059118949616 -221.2059118949616 -221.2059118949616 -221.2059118949616 CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 4 VARILLAS DEL N°3 (3/8") Y ESTRIBOS DEL N°2 (1/4") @ 20 CM. CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 6 VARILLAS DEL N°3 (3/8") Y DOBLE ESTRIBO DEL N°2 (1/4") @ 20 CM. DETALLES DE CASTILLOS K-1 K-2 \A1;0.60 \A1;0.30 \A1;0.70 \A1;0.55 \A1;0.06 \A1;0.06 \A1;0.60 \A1;0.50 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.40 -222.9544775449949 -222.9544775449949 -222.9544775449949 -222.9544775449949 C-2 C-3 DETALLES DE CIMENTACIÓN -222.9544775449949 -222.9544775449949 -222.9544775449949 -222.9544775449949 -222.9544775449949 -222.9544775449949 -222.9544775449949 C-1 -222.9544775449949 E C D \A1;3.650 \A1;1.200 \A1;0.300 \A1;4.550 \A1;3.850 \A1;7.250 \A1;4.650 \A1;2.353 \A1;4.485 \A1;3.500 \A1;1.650 \A1;0.575 \A1;2.000 \A1;0.575 \A1;2.850 \A1;3.950 \A1;2.000 \A1;1.900 \A1;1.173 \A1;1.050 \A1;0.850 \A1;2.751 \A1;3.270 \A1;3.100 \A1;2.550 \A1;6.100 \A1;3.650 \A1;2.325 \A1;1.200 \A1;4.700 \A1;2.950 \A1;1.800 \A1;1.850 \A1;1.592 \A1;2.123 \A1;2.750 \A1;1.838 \A1;0.800 \A1;2.353 \A1;4.485 \A1;1.850 \A1;4.200 \A1;7.250 \A1;6.950 \A1;6.950 \A1;20.000 \A1;20.000 \A1;0.800 \A1;2.751 \A1;3.270 \A1;0.800 \A1;1.088 \A1;4.200 \A1;5.050 \A1;6.950 \A1;20.000 \A1;2.250 \A1;3.400 \A1;5.950 \A1;3.650 \A1;1.200 \A1;0.300 \A1;4.550 \A1;3.850 \A1;7.250 \A1;4.650 \A1;2.353 \A1;4.485 \A1;3.500 \A1;1.650 \A1;0.575 \A1;2.000 \A1;0.575 \A1;2.850 \A1;3.950 \A1;3.270 \A1;1.800 \A1;2.000 \A1;1.900 \A1;1.173 \A1;0.900 SUBE 11 10 9 8 7 6 5 4 3 2 1 COCINA COMEDOR VESTIBULO 1/2 BAÑO SALA DESPACHO ACCESO PATIO DE SERVICIO A B C D E -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 -199.0064017884991 1 2 3 4 5 6 7 -199.0064017884991 -199.0064017884991 \A1;3.100 \A1;2.550 \A1;5.950 \A1;3.650 \A1;2.325 \A1;1.200 \A1;4.700 \A1;2.950 \A1;1.800 \A1;1.850 \A1;1.592 \A1;2.123 \A1;2.750 \A1;1.838 \A1;3.120 \A1;2.751 \A1;0.800 \A1;2.353 \A1;4.485 \A1;1.850 \A1;7.250 \A1;6.950 \A1;20.000 5 6 7 8 1 2 3 4 11 10 9 BAJA RECAMARA 1 RECAMARA PRINCIPAL RECAMARA 2 BAÑO VESTIBULO VACIO BAÑO 7 6 5 4 3 2 1 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 -209.2644720916239 E D C B A -209.2644720916239 -209.2644720916239 -209.2644720916239 DALA DALA DE CERRAMIENTO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON ARMEX , FY= 4200 KG/CM2, SECCIÓN 20x15-4 -204.4424401869771 -204.4424401869771 DALA DALA DE DESPLANTE DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON ARMEX , FY= 4200 KG/CM2, SECCIÓN 15x15-4 -204.4424401869771 -204.4424401869771 -204.4424401869771 -204.4424401869771 K-3 -204.4424401869771 -204.4424401869771 -204.4424401869771 -204.4424401869771 -204.4424401869771 CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON ARMEX , FY= 4200 KG/CM2, SECCIÓN 15x15-4 CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON 6 VARILLAS DEL N°3 (3/8") Y DOBLE ESTRIBO DEL N°2 (1/4") @ 20 CM. DETALLES DE CASTILLOS, DALA DE DESPLANTE Y DALA DE CERRAMIENTO K-1 K-2 CASTILLO DE CONCRETO ARMADO F´C= 250 Kg/Cm2, ARMADO CON ARMEX , FY= 4200 KG/CM2, SECCIÓN 20x15-4 \A1;3.400 \A1;3.400 \A1;7.250 \A1;3.750 \A1;3.750 \A1;1.200 \A1;2.275 \A1;2.275 \A1;2.850 \A1;2.700 \A1;6.950 \A1;7.250 \A1;4.050 \A1;3.500 \A1;4.635 \A1;2.253 \A1;4.650 \A1;1.000 \A1;1.219 \A1;0.812 \A1;1.800 \A1;1.438 \A1;1.000 \A1;0.850 \A1;0.800 \A1;2.000 \A1;0.650 \A1;1.102 \A1;1.181 \A1;1.738 \A1;0.438 \A1;0.400 \A1;1.037 \A1;0.700 \A1;0.983 \A1;1.464 \A1;1.073 \A1;1.050 \A1;0.850 \A1;1.750 \A1;0.950 \A1;0.800 \A1;1.850 \A1;1.500 \A1;2.900 \A1;0.900 \A1;2.850 D´ E´ C A B D E F 1´ M 1 2 3 4 N 5 O 6 7 \A1;0.16 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;1.225 \A1;1.000 \A1;0.950 \A1;0.450 \A1;0.550 \A1;1.900 \A1;1.175 \A1;1.000 \A1;0.369 \A1;1.000 \A1;0.219 \A1;0.812 \A1;1.981 \A1;1.300 \A1;0.269 \A1;0.900 \A1;1.344 \A1;1.202 \A1;0.975 \A1;1.700 \A1;0.975 \A1;1.000 \A1;1.000 \A1;0.800 \A1;1.088 \A1;0.319 \A1;0.400 \A1;0.200 \A1;2.238 \A1;0.319 \A1;0.400 \A1;0.562 \A1;2.370 \A1;0.800 \A1;1.538 \A1;1.800 \A1;0.437 \A1;0.700 \A1;0.700 \A1;0.700 \A1;0.433 \A1;0.962 \A1;1.264 \A1;0.938 \A1;0.950 \A1;0.325 \A1;0.700 \A1;0.325 \A1;0.800 \A1;1.050 \A1;0.525 \A1;2.000 \A1;0.525 \A1;0.900 \A1;0.834 \A1;5.050 \A1;11.000 \A1;6.350 \A1;3.800 \A1;2.550 \A1;3.550 \A1;6.100 \A1;0.900 \A1;1.500 \A1;1.000 \A1;0.475 \A1;1.600 \A1;0.475 \A1;1.012 \A1;1.838 \A1;0.800 \A1;1.750 \A1;0.750 \A1;0.800 \A1;1.000 \A1;2.825 \A1;2.353 \A1;0.437 \A1;0.700 \A1;0.700 \A1;1.133 \A1;1.275 \A1;0.750 \A1;0.800 \A1;3.139 \A1;1.000 \A1;0.550 \A1;0.800 \A1;0.600 \A1;0.558 \A1;0.525 \A1;2.000 \A1;0.425 \A1;0.500 \A1;1.000 \A1;0.375 \A1;0.800 \A1;1.050 \A1;1.626 \A1;0.286 \A1;0.600 \A1;4.000 \A1;4.800 \A1;0.800 \A1;1.050 \A1;7.250 \A1;0.407 \A1;0.300 \A1;0.900 \A1;0.849 F E D B A C E´ D´ M N O 7 6 5 4 3 2 1 R D R1 R R B.A.N. B.A.N. \A1;2.350 \A1;0.250 \A1;2.050 \A1;0.250 \A1;0.850 \A1;1.600 \A1;7.450 \A1;2.350 \A1;2.600 \A1;6.070 \A1;0.770 \A1;0.400 \A1;1.950 \A1;1.050 \A1;1.250 \A1;0.450 \A1;1.600 \A1;0.750 \A1;1.300 \A1;0.750 \A1;2.600 \A1;2.150 \A1;0.328 \A1;2.300 \A1;1.600 \A1;0.670 \A1;0.450 \A1;2.700 \A1;0.770 \A1;1.380 \A1;1.380 \A1;7.250 \A1;2.050 \A1;0.250 \A1;0.213 \A1;2.300 \A1;2.350 \A1;2.500 \A1;1.100 \A1;1.250 \A1;0.250 \A1;2.050 \A1;0.385 \A1;2.600 \A1;2.200 \A1;5.963 \A1;3.363 \A1;4.700 \A1;2.400 \A1;4.900 \A1;7.450 \A1;0.850 \A1;7.250 \A1;1.225 \A1;1.000 \A1;0.950 \A1;0.450 \A1;0.550 \A1;1.900 \A1;1.175 \A1;0.400 \A1;1.750 \A1;0.650 \A1;0.400 \A1;1.250 \A1;1.310 \A1;1.490 \A1;0.400 \A1;1.750 \A1;1.020 \A1;1.730 \A1;0.970 \A1;1.000 \A1;0.670 \A1;0.450 R1 R D BOMBA DE 1 H.P. M MEDIDOR S.A.T. B.A.N. B.A.T. B.A.C. S.A.C. TUBERIA DE AGUA FRIA SUBE AGUA AL TINACO LINEA DE TUBERIA SANITARIA REGISTRO DE 40 X 60 CM. SUBE AGUA CALIENTE BAJA AGUA AL CALENTADOR BAJANTE DE AGUAS NEGRAS BAJA AGUA DEL TINACO SIMBOLOGIA INSTALACION TUBERIA DE AGUA CALIENTE HIDRO-SANITARIA DESARENADOR DE 40 X 40 CM. 60 CM. DE ALTURA REGISTRO DE 40 X 60 CM. INTERIOR 875 CUADRO DE CARGAS FACTOR DE DEMANDA 60% = 4000x 0.6 = 2400 1000 C - 1 C - 2 CIRCUITO 100 W TOTAL 2175 1825 4000 300 150 WATTS 75 W 125 W 875 800 5 6 7 8 1 2 3 4 11 10 9 BAJA SUBE 4 3 2 1 RECAMARA 1 RECAMARA PRINCIPAL RECAMARA 2 BAÑO VESTIBULO POZO DE LUZ BAÑO COCINA COMEDOR VESTIBULO 1/2 BAÑO SALA DESPACHO ACCESO PATIO DE SERVICIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA DE LAVADO K-1 K-3 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-2 K-2 K-2 K-2 K-2 K-1 K-1 K-1 C-3 C-3 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 K-1 K-1 K-1 K-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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=+0.20 NPT=0.00 NPT=+0.15 NPT=+0.20 NPT=+0.20 NPT=0.00 NPT=+1.20 NPT=-0.05 NPT=0.00 NPT=0.00 NPT=0.00 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 5 5 5 5 5 5 5 5 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=+1.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT=+2.60 NPT=+2.60 NPT=+2.60 NPT=+2.60 NPT=+2.78 NPT=-0.05 POZO DE LUZ 5 5 5 5 5 5 5 12 11 10 9 8 7 6 5 SUBE BAJA BAJA NPT=+2.60 CALENTADOR 5 LIMITE DEL PREDIO 5 5 5 5 CALENTADOR 5 6 7 8 9 12 POZO DE LUZ AREA DE LAVADO PATIO DE SERVICIO ACCESO DESPACHO SALA 1/2 BAÑO VESTIBULO COMEDOR COCINA BAÑO POZO DE LUZ VESTIBULO BAÑO RECAMARA 2 RECAMARA PRINCIPAL RECAMARA 1 1 2 3 4 9 10 11 4 3 2 1 8 7 6 5 R. E. 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 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-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 2-14 2-12 2-12 2-14 2-12 2-12 2-12 2-14 2-14 2-14 4-12 2-12 2-12 2-14 2-14 2-12 2-12 2-12 2-14 2-12 2-12 2-12 2-12 3-12 2-12 2-14 3-12 2-12 2-12 2-14 2-10 R. E. 2-12 2-12 2-14 2-14 2-12 2-12 2-12 2-12 2-12 2-12 2-12 3-12 2-14 2-12 2-12 2-12 2-14 2-12 2-12 2-14 3-12 POZO DE LUZ K-1 K-1 N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Anclas de escalera Anclaje de Bastones para Rampa de escalera Losa de Concreto Armado de 10 cm. de espesor F´c=250 Kg/Cm 2, R.N., Agegado Maximo 3/4", Armada con Malla Electrosaldada, 6/6 10/10 , fy=4200 Kg/Cm 2, refuerzos con varillas del N°3 (3/4") @ 40 cm. en ambos sentidos POZO DE LUZ Proyección de Losa de Planta Baja Pendiente de Losa Pendiente de Losa Pendiente de Losa N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Refuerzo N°3 (3/8") @ 40 cm. Losa de Concreto Armado de 10 cm. de espesor F´c=250 Kg/Cm 2, R.N., Agegado Maximo 3/4", Armada con Malla Electrosaldada, 6/6 10/10 , fy=4200 Kg/Cm 2, refuerzos con varillas del N°3 (3/4") @ 40 cm. en ambos sentidos Escalera de Servicio a Azotea Escalera de Servicio a Azotea Escalera de Servicio a Azotea M M ACOMETIDA MUNICIPAL S.A.T. S.A.T. S.A.T. B.A.C. B.A.T. B.A.C. B.A.C. B.A.T. B.A.T. B.A.T. B.A.T. B.A.T. S.A.C. S.A.C. B.A.N. B.A.N. NPT=0.00 NPT=+2.60 R1 NPT=+4.90 NPT=+5.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT=+2.60 NPT=0.00 NPT=+5.30 5 F E D A C E´ 7 6 5 4 3 1 NPT=+0.20 NPT=+2.60 NPT=+4.90 NPT=+5.75 5 5 5 5 5 5 5 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 NPT=+2.60 NPT=+4.90 1/2" BAÑO CUBO DE ESCALERA POZO DE LUZ BAÑO VESTIBULO PROYECCIÓN DE MURETE BAÑO BAÑO COCINA DESPACHO BAÑO CUBO DE ESCALERA (DOLBE ALTURA) RECAMARA D´ E´ C A B D E F 5 5 5 5 5 5 5 5 NPT=+5.75 NPT=+4.90 NPT=+2.60 NPT=+0.20 NPT=+4.90 NPT=+2.60 NPT=0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCIÓN CISTERNA ORIENTACION INDICADA EN METROS SUPERFICIE P. ALTA SUPERFICIE P. BAJA Proyecto: Ubicacion: Escala: Proyectó: Plano: CASA HABITACION RQUITECTURA 70.10 M2. 86.73 M2. Fecha: LOCALIZACION Cotas: SUPERFICIE DEL TERRENO SUPERFICIE TOTAL AUTORIZO Propietario: Perito Responsable: 156.83 M2. 675.00 M2. REVISO ARQ.-1 PLANTA DE CIMENTACIÓN Esc. 1:75 PLANTA ARQUITECTONICA BAJA Esc. 1:75 PLANTA ARQUITECTONICA ALTA Esc. 1:75 INSTALACIÓN ELECTRICA P. BAJA Esc. 1:75 PLANTA DE CONJUNTO Esc. 1:75 INSTALACIÓN ELECTRICA P. ALTA Esc. 1:75 PLANTA DE ARMADOS P. BAJA Esc. 1:75 PLANTA DE ARMADOS P. ALTA Esc. 1:75 FACHADA PRINCIPAL Esc. 1:75 SECCIÓN TRANSVERSAL Esc. 1:75 SECCIÓN LONGITUDINAL Esc. 1:75 DETTALLES CONSTRUCTIVOS Esc. S/E

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bedroom, bedrooms, casa, chalet, dwelling unit, DWG, Family, full, haus, house, Housing, logement, maison, members, Project, residên, residence, storey, story, unidade de moradia, villa, wohnung, wohnung einheit