Multi Family Housing DWG Block for AutoCAD

Multi Family Housing DWG Block for AutoCAD

Complete planes of multi family housing

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

comes from main network, simple ee, register box, double ee, chromed threaded register, pvc-sap ventilation pipe, pvc-sap drain pipe, sump, pluvial sump, tee, gate valve, description, drain legend, point water, symbol, water network pvc-sap, water legend, check valve, meter, ss.hh., patio-laundry, corner grill, garage, bedroom, laundry, hall, vacuum, kitchen, living room.- dining room, recess , deposit, vestibule, be, library, projection of porticos, dining room, room, bar, terrace.- garden, dormit.-serv, pantry, ramp, access, service, liquors, empty projection, project :, architecture.- distribution, Estructura.-foundations, lightened, vs, goes, sanitary facilities.-water-drain, electrical installations, cistern, elevated tank, roof plant, receptacles, sub board, reserve, lighting, three-phase outlet, circuit embedded in floor, general board, output for artifact on the roof, simple outlet, sa lida for wall artifact, simple waterproof outlet, bell circuit, circuit for pump, kitchen circuit, pass box, single switch, double switch, cistern pump output, switch switch, buzzer, connection, earthing hole, television outlet, telephone outlet, bell switch, built-in circuit: ceiling or wall, octagonal, rectangular, brass, s. n. p. t, roof, height, box, with automatic thermomagnetic switches, ee cut, filled with grit, filled with own material, type, side, cut aa, npt, bb cut, cc cut, dd cut, variable, floor, npt, – Minimum admissible capacity, _ reinforced concrete, _ surfaces on floor, _ surface in contact with the ground, _ maximum joint thickness, _ cement., ms type, concrete specifications, detail, dining room, roof, terrace-garden, dormit.service, workshop, main elevation, architecture.- cuts – elevation

Raw text data extracted from CAD file:

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2.5 mm² TW VIENE DE RED PRINCIPAL TV YEE SIMPLE CAJA DE REGISTRO YEE DOBLE REGISTRO ROSCADO CROMADO SUMIDERO CON TRAMPA "P" TUBERIA DE VENTILACION PVC-SAP TUBERIA DE DESAGUE PVC-SAP SUMIDERO SUMIDERO PLUVIAL TEE CODO 45° VALVULA TIPO COMPUERTA DESCRIPCION BOMBA DE AGUA 3/4 HP LEYENDA DESAGÜE CODO 45° TEE CODO 90° PUNTO DE AGUA SIMBOLO B DESCRIPCION RED DE AGUA PVC-SAP LEYENDA AGUA VALVULA CHECK MEDIDOR SIMBOLO M \A1;.35 \A1;0.60 \A1;0.10 \A1;0.40 \A1;.10 \A1;.10 \A1;.30 \A1;.50 \A1;.60 \A1;.30 \A1;.50 \A1;.60 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.50 \A1;.60 \A1;.30 \A1;.10 \A1;.50 \A1;0.60 \A1;Variable \A1;Variable \A1;0.05 \A1;0.30 \A1;0,5 \A1;.08 \A1;.10 \A1;.10 \A1;.08 \A1;.20 \A1;.10 \A1;.05 \A1;.10 \A1;0.20 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.08 \A1;.10 \A1;.20 \A1;.08 \A1;0.15 \A1;.50 \A1;.35 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.35 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.30 \A1;.12 \A1;.05 \A1;.17 24.91798148372732 24.91798148372732 18.33451287289526 18.33451287289526 18.33451287289526 18.33451287289526 18.33451287289526 \L DETALLE LOSA ALIGERADA ESC: 1/10 1d 1/4" @ 0.25 \A1;.17 \A1;.35 \A1;.25 \A1;.15 \A1;.45 \A1;.17 \A1;.15 \A1;.15 \A1;1.20 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.45 \A1;3.05 \A1;13.70 \A1;1.20 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.45 \A1;3.05 \A1;13.70 \A1;1.20 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.20 \A1;2.80 \A1;.45 \A1;3.05 \A1;13.70 \A1;5.60 \A1;.20 \A1;2.60 \A1;2.60 \A1;.20 SS.HH. NPT +0.15 PATIO -LAVANDERIA NPT +0.00 RINCON PARRILLERO GARAJE NPT +0.00 DORMITORIO NPT +6.50 DORMITORIO NPT +6.50 LAVANDERIA NPT +6.50 NPT +6.50 HALL SS.HH. NPT +6.50 VACIO COCINA NPT +6.50 SALA.- COMEDOR NPT +6.50 RECESO NPT +6.50 VACIO NPT +6.50 SS.HH. NPT +2.80 DEPOSITO VACIO VACIO VACIO VACIO SS.HH. NPT +3.50 VESTIBULO NPT +3.50 DORMITORIO NPT +3.50 NPT +3.50 VESTIBULO SS.HH. NPT +3.50 NPT +3.50 DORMITORIO HALL NPT +3.50 ESTAR NPT +3.50 BIBLIOTECA NPT +3.50 VACIO VACIO PROYECCION DE PORTICOS COMEDOR NPT -0.15 NPT +0.30 SALA BAR 1 2 3 4 ESTAR NPT - 0.60 RECESO NPT +0.30 TERRAZA.- JARDIN DORMIT.-SERV NPT +0.00 COCINA NPT - 0.15 SS.HH. NPT +0.30 2 1 1 2 3 NPT +0.30 2 1 3 3r° y 4to PISO 5 6 1 2 6 7 4 5 3 8 DESPENSA R A M P A ACCESO DE SERVICIO DESPENSA DE LICORES NJ -0.15 1 2 3 4 5 7 6 1 12 14 13 11 10 9 8 15 16 PROYECCION VACIO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 2 3 4 5 6 7 8 9 0.0 9 8 7 6 5 4 3 2 1 A B D E A C E 5 5 5 5 9 5 5 7 8 5 5 5 5 6 5 5 5 5 5 4 5 2 3 5 5 5 1 5 5 5 5 5 A 5 C 5 E 9 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B D 5 5 5 E 5 5 5 5 9 5 5 7 8 5 5 5 5 6 5 5 5 5 5 4 5 2 3 5 5 5 1 5 5 5 5 5 A 5 C 5 E 9 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B D 5 5 5 E PROYECTO: ARQUITECTURA.- DISTRIBUCION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ESTRUCTURAS.-CIMENTACION 0.0 0.0 9 B A 0.0 0.0 0.0 0.0 0.0 E D 0.0 0.0 0.0 9 0.0 8 7 0.0 0.0 0.0 6 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 8 0.0 0.0 0.0 5 6 0.0 0.0 0.0 4 0.0 3 2 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 2 3 C 0.0 0.0 1 A 0.0 0.0 0.0 0.0 E 0.0 0.0 1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-1 C-1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-1 1/2"@.20 C-2 1/2"@.20 Z-2 1/2"@.20 Z-2 C-2 1/2"@.20 1/2"@.20 C-3 C-3 1/2"@.20 1/2"@.20 C-2 Z-2 Z-2 Z-2 C-2 Z-2 1/2"@.20 Z-2 C-3 1/2"@.20 Z-2 C-3 Z-2 1/2"@.20 C-3 Z-2 1/2"@.20 C-3 Z-2 1/2"@.20 C-3 Z-2 C-3 1/2"@.20 A A A A B B B B A A A A B B B 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 B B B B B C C C C D D E E D D E E E E E E E E E E E E E E B B B B B B B B B B B B B B B B B ALIGERADO -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 7 8 9 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 A B D -41.94014678001841 -41.94014678001841 16 15 9 10 11 13 14 12 -41.94014678001841 -41.94014678001841 8 1 6 7 5 4 3 2 6 4 5 -41.94014678001841 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-41.94014678001841 6 -41.94014678001841 4 -41.94014678001841 5 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 7 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 A -41.94014678001841 -41.94014678001841 8 9 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 3r° y 4to PISO D B E VACIO -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 0.0 6 4 5 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 -41.94014678001841 5 2 -41.94014678001841 -41.94014678001841 3 5 E -41.94014678001841 1 5 -41.94014678001841 -41.94014678001841 -41.94014678001841 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-0.4999999999999716 1/2" 1/2" E B 1/2" 0.0 0.0 1/2" 1/2" V-201 V-201 V-S V-201 C V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-S V-S V-102 V-102 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-S V-S V-202 V-202 V-A V-A VACIO VACIO VACIO VACIO VACIO VACIO VACIO V-A V-A 0.0 0.0 1/2" 1/2" 1/2" 1/2" 0.0 0.0 1/2" B C V-101 V-101 V-101 V-S 0.0 VACIO V-A V-301 V-A A 1/2" 1/2" 0.0 V-301 1/2" V-S V-S V-301 V-301 V-301 V-301 B 0.0 1/2" 0.0 1/2" 1/2" 1/2" 0.0 0.0 1/2" 0.0 0.0 0.0 0.0 1/2" 1/2" 1/2" 1/2" 1/2" V-301 V-A V-A 1/2" 0.0 0.0 1/2" 1/2" 0.0 0.0 1/2" C V-301 V-S V-A V-S V-301 V-A V-A V-301 V-A V-A V-A V-A V-A V-A 0.0 0.0 0.0 -1.449999986962183 1/2" 1/2" VACIO VACIO INSTALACIONES SANITARIAS.-AGUA-DESAGUE 3r° y 4to PISO VACIO VACIO INSTALACIONES ELECTRICAS 3r° y 4to PISO VACIO VACIO M Viene d 2".- PVC..- de Red matríz Sale d 4".- PVC..- a Red matríz CISTERNA TANQUE ELEVADO Sube tub. d 1/2" P.V.C. SAL a TANQUE ELEVADO Viene d 2".- PVC. de Tanque Elevado Viene y Sube tub. d 1/2" P.V.C. SAL a TANQUE ELEVADO VACIO VACIO Viene y Sube tub. d 1/2" P.V.C. SAL a TANQUE ELEVADO d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" Viene y Baja tub. d 4" P.V.C. SAL Baja tub. d 4" y Sube Ventilac.d2" P.V.C. SAL Viene tub. d 4" P.V.C. SAL d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" PLANTA AZOTEA VACIO VACIO VACIO TANQUE ELEVADO Viene de 1er piso tub. d 1/2" P.V.C. SAL a TANQUE ELEVADO d4" d4" Viene d 2".- PVC. de Tanque Elevado y Baja a 1er piso Viene d 2".- PVC. de Tanque Elevado y Baja a 1er y 2do piso Viene d 2".- PVC. de Tanque Elevado y Baja c c a b b b a a b S(a)(b)(c) S(a)(b) a S(a)(b) S(a)(b) S S S P S S P S S S(a)(b) VIENE 1PVC 15 mm ØL 2 - 2.5 mm² TW P P VIENE y SUBE 1PVC 15 mm ØL 2 - 2.5 mm² TW BAJA 1PVC 15 mm ØL 2 - 2.5 mm² TW VIENE 1PVC 15 mm ØL 2 - 2.5 mm² TW S(a)(b)(c) b a c S S S S S S S(a)(b) a b S C-1 C-2 S S S(a)(b) b a a b S(a)(b) S(a)(b)(c) c S(a)(b) a b S C-1 C-2 C-2 C-1 C-3 TOMACORRIENTES C - 1 C - 4 C - 3 C - 2 3 x 50A \fTimes New Roman|b0|i0|c0|p18;3 x 10 mm² TW +1-10 mm² PVC - 25 mm dP SUB TABLERO PVC - 15 mm dL- 2 - 2.5 mm² TW \fTimes New Roman|b0|i0|c0|p18;2 x 15A 3 x 30A RESERVA ALUMBRADO PVC - 15 mm dL- 2 - 2.5 mm² TW PVC - 15 mm dL- 2 - 2.5 mm² TW TOMACORRIENTES 3 x 30A Tomacorriente Trifásico Circuito Empotrado en Piso Medidores (Puede ser 3 ó 1 solo) Tablero General Salida para Artefacto en el Techo Tomacorriente Simple Salida para Artefacto en la Pared Tomacorriente Simple a prueba de Agua Circuito para Timbre Circuito para Bomba Circuito para Cocina Caja de Pase Interruptor simple Interruptor doble Salida de Bomba para cisterna Interruptor de conmutación Timbre Acometida Pozo de Toma de Tierra Salida de Televisión Salida de teléfono Interruptor de timbre Circuito Empotrado: Techo o Pared Wh 2S S Sc B SIMBOLO 2.20 OCTOGONAL 0.40 RECTANGULAR 0.40 RECTANGULAR 0.40 RECTANGULAR 1.80 0.60 LATON MADERA 30x30 0.40 RECTANGULAR 2.20 1.40 1.40 RECTANGULAR RECTANGULAR OCTOGONAL 1.40 0.35 RECTANGULAR RECTANGULAR 2.20 OCTOGONAL 0.40 RECTANGULAR 1.80 RECTANGULAR S. N. P. T TECHO OCTOGONAL ALTURA CAJA DESCRIPCION SUB TABLERO GENERAL 1er NIVEL CON INTERRUPTORES AUTOMÁTICOS TERMOMAGNÉTICOS ALUMBRADO \fTimes New Roman|b0|i0|c0|p18;2 x 15A PVC - 15 mm dL- 2 - 2.5 mm² TW PVC - 15 mm dL- 2 - 2.5 mm² TW SUB TABLERO \fTimes New Roman|b0|i0|c0|p18;3 x 10 mm² TW +1-10 mm² PVC - 25 mm dP C - 4 PVC - 15 mm dL- 2 - 2.5 mm² TW ALUMBRADO RESERVA \fTimes New Roman|b0|i0|c0|p18;2 x 15A 3 x 50A 3 x 30A TOMACORRIENTES C - 1 C - 3 PVC - 15 mm dL- 2 - 2.5 mm² TW ALUMBRADO \fTimes New Roman|b0|i0|c0|p18;2 x 15A SUB TABLERO GENERAL 2do,3ro y 4to NIVEL CON INTERRUPTORES AUTOMÁTICOS TERMOMAGNÉTICOS CORTE E-E 16.52700860972686 0.60 1.00 x 1.00 Z2 1d1/2" @ 0.20 0.60 \LDETALLE AMARRE ZAPATA Y COLUMNA ESC. 1/20 0.10 0.40 \LDETALLE CIMIENTOS RELLENO CON ARENILLA 16.52700860972686 16.52700860972686 LONGITUD (m) 1.20 x 1.20 \LDETALLE ZAPATAS 16.52700860972686 RELLENO CON MATERIAL PROPIO TIPO Z1 16.52700860972686 16.52700860972686 LADO 1d1/2" @ 0.20 RELLENO CON MATERIAL PROPIO 16.52700860972686 16.52700860972686 PERALTE (m) 0.60 16.52700860972686 RELLENO CON ARENILLA CORTE A-A 16.52700860972686 N.P.T 16.52700860972686 CORTE B-B 16.52700860972686 16.52700860972686 N.P.T N.P.T 16.52700860972686 RELLENO CON MATERIAL PROPIO 16.52700860972686 16.52700860972686 16.52700860972686 RELLENO CON ARENILLA ESC. 1/20 CORTE C-C N.P.T 16.52700860972686 CORTE D-D 6d1/2" 1@ 0.05, 3@ 0.10 R@ 0.10 16.52700860972686 _ d 5/8" 0.60 Variable Solado 1 Variable \fTimes New Roman|b0|i0|c0|p18;Variable \fTimes New Roman|b0|i0|c0|p18;Variable 0.05 Variable 0.30 5 .08 .10 .10 .08 .20 .10 .05 N.P.T. .10 0.20 .05 .10 .10 .10 .08 .10 .20 .08 0.15 (Verificar en Obra) Qt = 0.8 Kg/cm2. 5.-CAPACIDAD ADMISIBLE DEL TERRENO : - Capacidad admisible minima _ d 3/8" _ d 1/2" 6.-EMPALMES : 70 cm. 40 cm. 55 cm. f'c = 80 Kg/cm2. f'c = 100 Kg/cm2. a/c = 0.50 f'c = 175 Kg/cm2. fy = 4,200 Kg/cm2. f'c = 80 Kg/cm2. f'm = 45 Kg/cm2. 7.5 cm. 5.0 cm. 2.0 cm. 4.0 cm. 2.5 cm. _ Concreto armado. _ Cimientos corridos 1:10 con 30% de piedra de .20 maximo. _ Sobrecimientos 1:8 con 25% de piedra de .08 maximo. _ Barras corrugadas con resaltes Grado 60 ASTM A615 _ Maxima relacion Agua/Cemento. _ Solado de Concreto 1:12. _ Superficies sobre solado 4.-RECUBRIMIENTOS : _ Superficie en contacto con el terreno _ Elementos de confinamiento y/o arriostre de la albanileria (CA) _ Columnas estructurales (C) y Vigas peraltadas _ Losas macizas, Muros y Escaleras (Salvo indicacion expresa) _ Mortero de asentado 1 : 4 de cemento y arena _ Ladrillo solidos, max. 25% perforaciones, tipo V - ITINTEC _ Maximo espesor de junta 1.- CONCRETO : 2.-ACERO : _ Cemento. 3.-ALBANILERIA : Tipo MS ESPECIFICACIONES DE CONCRETO 1.5 cm. 6d1/2" 1@ 0.05, 3@ 0.10 R@ 0.10 16.52700860972686 16.52700860972686 16.52700860972686 N.P.T 1@ 0.05, 3@ 0.10 R@ 0.10 3d1/2" 16.52700860972686 16.52700860972686 16.52700860972686 \LDETALLE COLUMNAS 14.11719934506883 DETALLE 2 14.11719934506883 TIPO ESC. 1/20 4d1/2" 1º NIVEL Est.d1/4" 1@.05, 4@.10, R@.20 1 Est.d1/4" 1@.05, 4@.10, R@.20 4d5/8+2d1/2" 16.9171993450708 16.9171993450708 4d5/8+2d1/2" Est.d1/4" 1@.05, 4@.10, R@.20 Est.d1/4" 1@.05, 4@.10, R@.20 4d1/2" 2º NIVEL 4d5/8 Est.d1/4" 1@.05, 4@.10, R@.20 3º NIVEL 4d5/8 Est.d1/4" 1@.05, 4@.10, R@.20 4º NIVEL \L CUADRO DE VIGAS 2d1/2" Est.d1/4" 1@.05, 4@.10, 2@.15, R@.20 Est.d1/4" 1@.05, 4@.10,2@15 R@.20 Est.d3/8" 1@.05, 4@.10,2@15 R@.20 3er NIVEL 6d5/8" .17 V-S Est.d1/4" 1@.05, 4@.10, 2@.15, R@.20 Est.d1/4" 1@.05, 4@.10, 2@.15, R@.20 .35 .25 V-301 V-201 V-101 TIPO .15 V-A 4d1/2" 4d1/2" 2d1/2" Est.d3/8" 1@.05, 4@.10,2@15 R@.20 6d5/8" 2d1/2" 5 1º NIVEL 2º NIVEL 6d5/8" Est.d3/8" 1@.05, 4@.10,2@15 R@.20 4d1/2" 4d1/2" 4d1/2" Est.d1/4" 1@.05, 4@.10,2@15 R@.20 .17 4d1/2" Est.d1/4" 1@.05, 4@.10,2@15 R@.20 V-401 ESC: 1/20 3 .15 .15 4d1/2" Est.d1/4" 1@.05, 4@.10, R@.20 Viene y Baja tub. d 4" P.V.C. SAL Viene tub. d 4" P.V.C. SAL Viene y Baja tub. d 4" P.V.C. SAL d4" d4" d4" Baja tub. d 4" y Sube Ventilac.d2" P.V.C. SAL Baja tub. d 4" y Sube Ventilac.d2" P.V.C. SAL Viene y Baja tub. d 4" P.V.C. SAL d4" C-4 V-S V-S V-S V-S V-S V-S V-S V-S V-S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BIBLIOTECA NPT +3.50 NPT - 0.60 ESTAR NPT +3.50 ESTAR NPT +6. 50 SALA COMEDOR NPT +9. 50 SALA COMEDOR NPT +12 . 50 AZOTEA A A A A ESTAR NPT - 0.60 NPT - 0.60 BAR NPT - 0.60 SALA NPT - 0.60 COMEDOR NPT - 0.60 TERRAZA-JARDIN NPT - 0.60 DORMIT.SERVICIO VESTIBULO NPT + 3.50 NPT + 3.50 DORMITORIO NPT + 3.50 ESTAR SS.HH. NPT + 3.50 NPT + 3.50 HALL TALLER NPT + 2.80 COCINA NPT + 6.50 SALA COMEDOR NPT + 6. 50 SS.HH. NPT + 6.50 HALL NPT + 6 .50 DORMITORIO NPT + 6.50 NPT + 9.50 DORMITORIO NPT + 9.50 NPT + 9 .50 NPT + 9.50 SS.HH. HALL COCINA NPT + 9. 50 SALA COMEDOR NPT + 12. 50 AZOTEA -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 -16.21760185879714 10.63173516469465 10.63173516469465 10.63173516469465 10.63173516469465 10.63173516469465 CORTE B-B CORTE A-A ELEVACION PRINCIPAL B B B B B B NTT +5.60 33 32 26 27 28 30 31 29 25 18 23 24 22 21 20 19 50 49 43 44 45 47 48 46 42 35 40 41 39 38 37 36 8 3 5 4 7 6 2 15 11 10 13 12 14 9 16 ARQUITECTURA.- CORTES - ELEVACION

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C, Garden / Park, Deck / Patio, Garage
Tags	apartment, autocad, block, building, complete, condo, DWG, eigenverantwortung, Family, group home, grup, Housing, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, PLANES