Apartment Building DWG Full Project for AutoCAD

Apartment Building DWG Full Project for AutoCAD

Apartments Buildin project – 4 floors – Details

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

main elevation, architecture: plant cuts and elevation, plan:, owner:, designer:, cad:, scale:, date:, observations, multifamily housing, work:, see facade, width, box vain, alfeizar, type, high , living room, dining room, bar, kitchen, patio, terrace, bedroom, hall, parents bedroom, bathroom, study, entrance, garage, receipt, garden, court: a – a, court: b – b, electrical installations and details , multifamily housing, tsg, symbol, special receptacle outlet, composite gauge bank for metal boxes, pt, three phase monofasic mech, iron box, earthing system, non-standard metallic junction box, busway line for electric pump, busway line for timbre, electric motor, description, legend, single switch, low outlet, standard metal junction box, spot ligth, high power socket, light center, telephone outlet, level switch, board ge Neral, distribution sub-board, switching switch, height, calculation of the maximum demand, calculation of the main feeder, dm, loads, special, floors, in all, posic., description of environments, factor, dwelling, according to this the cable of feeder sera, of the current cne, maximum demand, partial, demand, unitary, roofed, load, area, factor, total, ground, first floor, ln, second floor, third floor, fourth floor, roof, single line diagram , circuit to electric pump, to tsg, hydrostatic electric pump, bank of meters, coating, of each end, in plant, indicated øs, detail of typical anchor, column and shoe, level. máx.agua, type kk, -cooked clay brick, technical specifications, structures: foundation-slabs and details, spiral type hoop, stirrups, column table, section, single, staircase, foundation, follow beam, details of beams, detail of foundation

Raw text data extracted from CAD file:

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TERRAZA NIV. + 0.15 NIV. ± 0.00 NIV. ± 0.00 PLANTA 1º PISO M1 M2 M3 P2 P3 V2 SALA NIV. + 0.15 COMEDOR DORMITORIO DORMITORIO HALL HALL DORMITORIO PADRES COCINA BAÑO BAÑO ESTUDIO INGRESO GARAJE NIV. ± 0.00 DORMITORIO RECIBO P2 PLANTA 2º PISO PLANTA TIPICA 3ºy 4º PISO 1 2 3 4 5 6 7 8 9 10 17 18 19 20 21 22 23 24 25 26 11 12 13 14 15 16 BAÑO DORMITORIO BAÑO SALA NIV. + 0.15 COMEDOR DORMITORIO DORMITORIO HALL HALL DORMITORIO PADRES COCINA BAÑO BAÑO 17 18 19 20 21 22 23 24 25 26 11 12 13 14 15 16 DORMITORIO JARDIN 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 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 -0.0000000000000071 -0.0000000000000071 -0.0000000000000071 -0.0000000000000071 -0.0000000000000071 0.0 0.0 0.0 0.0 0.0 0.0 V1 P*1 P1 P2 P4 P2 P3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 0.0 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.25460896405316 0.0 -11.00000000000004 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 0.0 0.0 0.0 0.0 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 0.0 0.0 0.0 -11.00000000000004 -11.00000000000004 0.0 0.0271139691289903 -10.97288603087106 -10.97288603087106 -10.97288603087106 0.0 0.0 0.0 -10.85000000000005 0.0 0.0 0.0 0.0 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 -11.00000000000004 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 11.00000000000005 P2 P1 0.0 0.0 0.0 P2 P2 P2 P3 P3 P3 V5 V10 V10 V4 V9 V7 V8 V6 V6 V3 V6 M4 V3 V6 0.0 0.0 0.0 0.0 0.0 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 5 5 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 11.00000000000005 P2 P1 P2 P2 P2 P3 P3 P3 V5 V10 V10 V11 V9 V7 V7 V6 V6 V3 V6 V8 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 47.1465346583143 NIV.+ 5.45 NIV.+ 2.85 NIV.+ 0.15 NIV.+ 10.65 NIV.+ 8.05 NIV.+ 5.45 NIV.+ 2.85 NIV.± 0.00 NIV.+ 10.65 NIV.+ 8.05 CORTE : A - A 0.5994422837493811 0.5994422837493811 11.48381576561901 11.48381576561901 11.48381576561901 11.48381576561901 11.48381576561901 11.48381576561901 11.48381576561901 11.48381576561901 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 0.5994422837493811 B B B A A A A B B A A CORTE : B - B V9 2.00 M3 M4 - - 2.10 1.50 2.10 PLANO N° : A-02 ARQUITECTURA : PLANTA CORTES Y ELEVACION PLANO : PROPIETARIO : PROPIETARIO : PROYECTISTA : CAD : ESCALA : FECHA : 1/50 OBSERVACIONES 0.90 1.80 1.20 V5 1.50 1.35 0.70 VIVIENDA MULTIFAMILIARES OBRA : V10 V6 V7 2.10 0.90 1.10 0.90 1.20 1.00 0.30 0.40 VER FACHADA ANCHO CUADRO DE VANOS 0.80 0.90 2.90 0.70 1.25 S/PLANTA 0.60 1.20 1.15 - P4 V1 V3 V4 V2 M1 M2 0.90 1.80 0.90 1.10 - - ALFEIZAR P2 P3 P1* TIPO - - - 2.10 2.10 1.20 1.20 0.30 1.00 2.50 2.10 ALTO 2.10 2.10 2.10 1.00 P1 - 1.20 V9 V8 2.50 0.90 1.20 2.00 M3 M4 - - 2.10 1.50 2.10 NIV.+ 5.45 NIV.+ 2.85 NIV.+ 0.15 NIV.+ 10.65 NIV.+ 8.05 5 P P \A1;2.00 M PLANO N° : IE-01 INSTALACINES ELECTRICAS Y DETALLES PLANO : PROPIETARIO : PROPIETARIO : PROYECTISTA : CAD : ESCALA : FECHA : 1/50 VIVIENDA MULTIFAMILIAR OBRA : SALA COMEDOR BAR COCINA PATIO SERV. TERRAZA SALA COMEDOR DORMITORIO DORMITORIO HALL HALL DORMITORIO PADRES COCINA BAÑO BAÑO ESTUDIO INGRESO GARAJE DORMITORIO RECIBO PLANTA 2º PISO PLANTA TIPICA 3ºy 4º PISO 1 2 3 4 5 6 7 8 9 10 17 18 19 20 21 22 23 24 25 26 11 12 13 14 15 16 BAÑO DORMITORIO BAÑO 17 18 19 20 21 22 23 24 25 26 11 12 13 14 15 16 JARDIN M1 M2 M3 M4 RED S.P. DE HIDRANDINA S.A. - 220V / 60Htz Suben Ductos Ø 25mmPVC-SAP TSG S S S S Sc S S S S S S Sc Sc S S S S S S Sc S NYY 3x1x10mm2 2x4.0mm2 TW - 25mm PVC-SAP TG-1 4x4.0mm2 TW -25mm2 PVC-SAP 2x4.0mm2 TW -25mm2 PVC-SAP RECIBO Suben Ductos Ø 25mmPVC-SAP S Sc S S S Sc TG-2 Sc Sc S Llega Ducto Ø 25mm S Sc Sube Ducto Ø 25mm PVC Llega y Sube Ducto Ø 25mm PVC Sc SALA COMEDOR DORMITORIO DORMITORIO HALL HALL DORMITORIO PADRES COCINA BAÑO BAÑO DORMITORIO RECIBO Sube Ducto Ø 25mmPVC-SAP S Sc S S S Sc TG-3 Sc Sc S Llega Ducto Ø 25mm S Sc Llega y Sube Ducto Ø 25mm PVC PLANTA 1º PISO M1 SIMBOLO \fTechnicBold|b0|i0|c2|p2;IT F1 S/PLANO SALIDA DE TOMACORRIENTE ESPECIAL BANCO DE MEDIDORES COMPUESTO PARA CA JAS METALICAS M4 M3 M2 P.T. PORTAMEDIDOR MONOFASICO TRIFASICO, CAJA DE FIERRO SISTEMA DE POZO DE PUESTA A TIERRA CAJA DE PASO METALICA NO STANDAR ELECTRODUCTO LINEA PARA ELECTROBOMBA \fTechnicBold|b0|i0|c2|p2;M ELECTRODUCTO POR TECHO Y PARED (ALUMBRADO) ELECTRODUCTOPOR PISO (TOMACORRIENTE) ELECTRODUCTO LINEA PARA TIMBRE MOTOR ELECTRICO S/I 0.50 msnpt S/I S/I S/I S/I S/I S/PLANO D E S C R I P C I O N L E Y E N D A P S INTERRUPTOR SIMPLE TOMACORRIENTE BAJO CAJA DE PASO METALICA STANDAR SPOT LIGTH TOMACORRIENTE ALTO CENTRO DE LUZ SALIDA DE TELEFONO INTERRUPTOR DE NIVEL TABLERO GENERAL SUB TABLERO DE DISRIBUCION INTERRUPTOR DE CONMUTACION Sc S/I S/I S/I S/I 1.50 msnpt 1.50 msnpt 1.40 msnpt 1.40 msnpt 0.40 msnpt 1.20 msnpt S/I ALTURA 558 V 15,899.31 In = = = 28.49 A T O T A L D E D E M A N D A M A X I M A ( W a t t s ) 10,326.67 ELECTROBOMBA 1 HP 220V Ø 1" CALCULO DE LA DEMANDA MAXIMA P= M.D.= 15,899.31 V= 380/220/V COS ø : 0.85 v 3 = 1.75 CALCULADO SEGUN TABLAS(3-IV) y (3-V) DEL TOMO V- 1ra. PARTE CALCULO ALIMENTADOR PRINCIPAL D.M. CARGAS ESPECIALES LOS PISOS CIRCULAC. + ESCALERAS EN TODOS 4º PISO 3º PISO v 3 V Cos I = 1.25 x In = 35.62 Amp. 2º PISO POSIC. DESCRIPCION DE AMBIENTES FACTOR 1º PISO 1 2 I fuse = 35.62 Amp. In = 24.89 Amp. VIVIENDA Segun ésto el Cable del Alimentador sera NYY 3 x 1 x 6 mm2 + 1 - 6mm C.D. * DEL CNE VIGENTE TIPO : BIFASICA 3 HILOS 750.00 169.25 f.d.- 1 - 100 - 5 100 33.85 25 Los 2,000 128.90 100 25 128.90 2,427.87 DEMANDA MAXIMA 2,123.81 PARCIAL 100 25 128.90 DEMANDA UNITARIA TECHADA CARGA AREA 25 94.15 (w/m2) (m2) (%) 100 FACTOR DE TOTAL PUESTA A TIERRA TOMACORRIENTE 2x2.5mm2 TW;15mm-PVC-SEL ALUMBRADO: 2x2.5mm2 TW; 15mm-PVC-SEL ALUMBRADO: 2x2.5mm2 TW; 15mm-PVC-SEL TOMACORRIENTE 2x2.5mm2 TW;15mm-PVC-SEL TOMACORRIENTE 2x2.5mm2 TW;15mm-PVC-SEL ALUMBRADO: 2x2.5mm2 TW; 15mm-PVC-SEL TOMACORRIENTE 2x2.5mm2 TW;15mm-PVC-SEL ALUMBRADO: 2x2.5mm2 TW; 15mm-PVC-SEL RED SUBTERRANEA HIDRANDINA 380/220V PRIMER PISO L.N. 1 2 TSG F1 8 6 4 7 5 3 SEGUNDO PISO TERCER PISO CUARTO PISO AZOTEA ALUMBRADO: 2x2.5mm2 TW; 15mm-PVC-SEL 45mm PVC-SAP 12x4.0mm2 TW 2x20A 20mm PVC-SAP 2x4.0mm2 TW 2x20A TG-1 60mm PVC-SAP 18x4.0 mm2 TW 2x15A 2x15A R C-3 20mm PVC-SAP 2x4.0mm2 TW 15mm-PVC-SEL ELECTROBOMBA 2x2.5mm2 TW 2x15A TSG R C-3 ELECTROBOMBA 1 HP 2x15A C-2 100x100x100 2x20A 2x15A 2x4.0mm2 TW 20mm PVC-SAP TG-2 2x15A C-2 R C-3 2x4.0mm2 TW 20mm PVC-SAP 2x15A C-2 TG-3 R C-3 35mm PVC-SAP 8x4.0mm2 TW P P 2x2.5mm2 TW - 13mm PVC - SEL P 2x20A 20mm PVC-SAP 2x4.0mm2 TW 2x15A 2x15A C-2 TG-4 C-3 25mm PVC-SAP 4x4.0mm2 TW 2x20A 2x15A 2x15A C-2 DIAGRAMA UNIFILAR IT P 0.0 R 100x100x100 100x100x100 100x100x100 VIVIENDA VIVIENDA VIVIENDA 2,427.87 2,427.87 Circuito a Electrobomba a TSG Electrobomba Hidrostal Banco de Medidores \A1;1.50 \A1;1.80 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;R1.225 \A1;R1.750 \A1;2.40 \A1;3.475 \A1;55.582° \A1;1.50 \A1;.15 \A1;2.075 \A1;.15 \A1;.45 \A1;.45 \A1;.45 \A1;.15 \A1;1.90 \A1;.15 \A1;.25 \A1;.60 \A1;.30 \A1;.40 \A1;.25 \A1;.25 \A1;.30 \A1;.15 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.80 \A1;.80 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;.40 \A1;1.10 \A1;.80 \A1;.60 \A1;.40 \A1;.60 \A1;.80 \A1;.80 \A1;.40 \A1;.40 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.40 \A1;.80 \A1;.80 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;.40 \A1;1.10 \A1;.80 \A1;.60 \A1;.40 \A1;.60 \A1;.80 \A1;.80 \A1;.40 \A1;.40 \A1;1.10 \A1;.80 \A1;.60 \A1;.60 \A1;.40 \A1;.25 \A1;.20 \A1;.40 \A1;.40 \A1;1.00 \A1;.25 \A1;.20 \A1;.30 (Tipico) \A1;.60 \A1;.50 \A1;.25 \A1;.20 \A1;.30 \A1;1.20 \A1;.25 \A1;.40 \A1;.20 \A1;.25 \A1;.80 \A1;.90 \A1;.30 \A1;.10 \A1;.10 \A1;.90 \A1;.90 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.90 \A1;.60 -17.47621792779253 -17.47621792779253 -17.47621792779253 -17.47621792779253 -17.47621792779253 f'c = 120Kg/cm2 NFC - 1.20 + 30% P.G. CC-1 NFC - 1.20 CC-2 -17.47621792779253 CC-3 NFC - 1.20 N.F.P. + 0.10 -17.47621792779253 N.F.P. + 0.10 -17.47621792779253 ø 1/4"; @.25 4 ø 1/2" f'c = 140Kg/cm2 -17.47621792779253 -17.47621792779253 4 ø 1/2" ø 1/4"; @.25 -17.47621792779253 -17.47621792779253 -17.47621792779253 ø 1/4"; @.25 4 ø 1/2" -17.47621792779253 -17.47621792779253 N.F.P. + 0.10 \A1;.10 \A1;.60 \A1;.10 \A1;Dimensiones indicadas en Planta \A1;.40 \A1;.40 \A1;.25 \A1;.40 -164.2918250727949 -164.2918250727949 -164.2918250727949 f' = 175 Kg/cm2 N.F.P.-0.05 Recubrimiento e=4cm Estribos @ .20 de cada extremo s; ø3/8",1@0.05,5@0.10, Rto. @0.25 Corte - K (.25 x .50) -164.2918250727949 SOLADO 1:10 -164.2918250727949 en planta øs Indicados -164.2918250727949 -164.2918250727949 -164.2918250727949 DETALLE DE ANCLAJE TIPICO DE COLUMNA Y ZAPATA ESCALA 1/25 \A1;2.30 \A1;.15 \A1;.10 \A1;.10 \A1;.25 \A1;.10 \A1;.15 \A1;.25 \A1;.15 \A1;.15 \A1;.40 \A1;.30 \A1;0.15 -172.1626862090892 -172.1626862090892 -172.1626862090892 -172.1626862090892 -172.1626862090892 MURO : M-1 ESCALA 1/25 (malla) Solado 1:10 ø3/8"@.25 -172.1626862090892 -172.1626862090892 -172.1626862090892 Niv. Máx.Agua .30horizontal) ø 3/8" @ .25 ø3/8"@.25(doblan -172.1626862090892 -172.1626862090892 -172.1626862090892 -172.1626862090892 -172.1626862090892 \A1;.40 \A1;.15 \A1;.20 \A1;.30 \A1;.20 CIMIENTOS CORRIDOS: CMTO.- HORMG. 1:10+30%P.G.6"Máx. COLUMNAS PERALTADAS 4.0cm SOBRECIMIENTOS:CMTO.- HORMIG. 1:8+25%P.M.3"Máx. 6.-SOBRECARGAS: -EL MORTERO SERA CMTO- ARENA 1:5 DEL TIPO K.K. -SE USARA LADRILLO DE ARCILLA COCIDO VIGAS PERALTADAS 4.0cm ALIGERADOS 2.0cm ZAPATAS 7.5cm ESCALERAS 2.0cm VIGAS CHATAS 2.5cm 4- ALBAÑILERIA 3.-RESISTENCIA DEL TERRENO t=1.00Kg/cm2(VERIFICAR EN OBRA) 1.-CONCRETO SIMPLE: ESPECIFICACIONES TECNICAS 2.-ACERO: En general fy= 4,200Kg/cm2 5.-RECUBRIMIENTOS: En general S/C=200Kg/m2 PLANO N° : E-01 ESTRUCTURAS : CIMENTACION-LOSAS Y DETALLES PLANO : PROPIETARIO : PROPIETARIO : PROYECTISTA : CAD : ESCALA : FECHA : 1/50 VIVIENDA MULTIFAMILIAR OBRA : PLANTA TIPICA 1º Y 2º PISO PLANTA TIPICA 3ºy 4º PISO SALA NIV. + 0.15 COMEDOR BAR COCINA PATIO SERV. TERRAZA NIV. + 0.15 NIV. ± 0.00 NIV. ± 0.00 ESTUDIO INGRESO GARAJE NIV. ± 0.00 DORMITORIO RECIBO BAÑO BAÑO JARDIN -13.62424722211541 10 Ø 5/8" 8 Ø 5/8" -13.62424722211541 C4 8 Ø 1/2" 8 Ø 1/2" C3 -12.15855170571616 -12.15855170571616 10 Ø 5/8" 8 Ø 1/2" -12.55855170571665 10 Ø 5/8" 8 Ø 1/2" -12.15855170571613 -12.15855170571616 -12.15855170571616 10 Ø 5/8" 8 Ø 5/8" -12.15855170571616 C5 C3 C3 6 Ø 5/8" 6 Ø 1/2" -12.15855170571616 -12.15855170571616 6 Ø 1/2" 8 Ø 1/2" -12.15855170571616 -12.15855170571616 6 Ø 1/2" 8 Ø 1/2" -12.15855170571616 -12.15855170571616 6 Ø 1/2" 8 Ø 1/2" -12.15855170571612 -12.15855170571612 6 Ø 1/2" 8 Ø 1/2" -12.15855170571614 -12.15855170571618 -12.15855170571616 -12.15855170571616 8 Ø 5/8" 8 Ø 1/2" C3 C2 C2 8 Ø 5/8" 8 Ø 1/2" -12.48683204706886 -12.15855170571616 -12.48683204706886 -12.15855170571616 -12.48683204706886 -12.15855170571616 -12.15855170571616 -12.48683204706886 -12.15855170571616 -12.48683204706886 6 Ø 1/2" 6 Ø 1/2" 6 Ø 1/2" 8 Ø 1/2" 8 Ø 1/2" 8 Ø 1/2" 8 Ø 1/2" 6 Ø 1/2" 6 Ø 1/2" 8 Ø 1/2" -12.15855170571616 -12.15855170571616 -12.15855170571616 -12.15855170571616 -12.15855170571616 K K K K K K -12.15855170571616 -12.48683204706886 -12.48683204706886 -12.48683204706886 -12.48683204706886 -12.48683204706886 -12.15855170571616 -12.15855170571616 -12.15855170571616 -12.15855170571616 MURO M-1 MURO M-1 M-1 ø 3/8" e = .10 Zuncho tipo espiral 5@.10, Rto.@ ø 3/8"; 1@.05 .25 de C/E 5@.10, Rto.@ ø 3/8"; 1@.05 .25 de C/E .25 de C/E ø 1/4"; 1@.05 5@.10, Rto.@ ESTRIBOS .25 de C/E ø 1/4"; 1@.05 5@.10, Rto.@ .25 de C/E ø 3/8"; 1@.05 5@.10, Rto.@ ø 3/8" e = .10 Zuncho tipo espiral -10.74142867606874 -10.74142867606874 C7 C6 C4 C5 C3 6 ø 5/8" 6 ø 5/8" -10.74142867606874 -11.34142867606874 2 ø 1/2" 4 ø 5/8" 6 ø 5/8" -10.74142867606874 -10.74142867606874 + -10.74142867606874 CUADRO DE COLUMNAS C1 C2 TIPO 4 ø 1/2" 6 ø 1/2" Ø -10.74142867606874 SECCION \A1;.075 C2 C2 C2 C2 C1 C2 C2 C2 C2 C1 C6 C2 C7 -9.616428676068743 -9.616428676068743 -11.01143504209309 -11.01143504209309 -11.01143504209309 -11.01143504209309 -10.33641912703219 -12.37576824218282 -12.37576824218282 -12.37576824218282 5@.10, Rto.@ ø 3/8"; 1@.05 .25 de C/E 6 ø 5/8" 5 ø 1/2" 5 ø 5/8" + SOLO EN 2º PISO C1 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2 +1 Ø 3/8" 1 Ø 1/2" 2.77960027872939 0.2296002787293858 1 Ø 3/8" 1 Ø 3/8" 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2 +1 Ø 3/8" 1 Ø 1/2" 2.77960027872939 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 2.77960027872939 3.179600278729758 2.77960027872939 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 3.029600278729752 2.77960027872939 2.77960027872939 1 Ø 1/2 +1 Ø 3/8" 3.029600278729752 1 Ø 3/8" 1 Ø 3/8" 3.029600278729831 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 2.77960027872939 2.77960027872939 2.77960027872939 2.77960027872939 1 Ø 1/2 +1 Ø 3/8" 2.77960027872939 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" V-101-201(.25 x .40) V-101-201(.25 x .40) V-102-202 (.25 x .20) V - 103 - 203 (.40 x .20) a V-101 - 201(.25 x .40) V-101-201(.25 x .40) V-101-201(.25 x .40) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) V - 104 - 204 (.25 x .60) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA-100-200(.25 x .20) VA-100 - 200 (.25 x .20) VA - 100 - 200 (.25 x .20) VA-100-200(.25 x .20) b Losa Escalera CIMENTACION 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2 +1 Ø 3/8" 1 Ø 1/2" 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2 +1 Ø 3/8" 1 Ø 1/2" 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 1/2 +1 Ø 3/8" 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 10.45293361111841 10.45293361111841 10.45293361111841 10.45293361111841 1 Ø 1/2 +1 Ø 3/8" 10.45293361111841 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" V-301-401(.25 x .40) V-101-201(.25 x .40) V-102-202 (.25 x .20) V - 303 - 403 (.25 x .40) a V-301-401 V-301-401(.25 x .40) V-301-401(.25 x .40) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) V - 304 - 404 (.25 x .60) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA-300-400(.25 x .20) VA-300 - 400 (.25 x .20) VA - 300 - 400 (.25 x .20) VA-300-400(.25 x .20) b Losa Escalera ø 3/8"; 1@ .05, 8 @ .10, 4 @ .15, Resto @ .25 de cada extremo V-101- 201 = 301- 401 (.25 x .40) s 0.0 0.0 Sigue Viga (103-203) 0.0 4 Ø 5/8" 0.0 1 2 Ø 5/8" 4 Ø 5/8" 1 0.0 2 Ø 5/8" 0.0173407097777627 Corte : 1 - 1 0.0173407097777627 Sigue Viga (103-203) 0.0 2 Ø 5/8" 0.0 ø 3/8"; 1@ .05, 7 @ .10, 4 @ .15, Resto @ .25 de cada extremo 0.0 ø 3/8"; @ .10 s s 3 Ø 5/8" 0.0 0.0 ø 3/8"; 1@ .05, 5 @ .10, Resto @ .25 de cada extremo 3 Ø 5/8" s 3 0.0 0.0 2 Ø 5/8" 3 Ø 5/8" 3 0.0 6.053545074969833 -0.0369621895572436 -0.0369621895572436 Corte : 3 - 3 V-104 - 204 = 304 - 404 (.25 x .40) CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-3 CC-2 CC-2 CC-2 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 Corte - a (.15 x .40) 4 ø 1/2" Doblan ext. .30 ø 1/4" 1@ .05, Resto @ .20 de C/E 1.099340395814068 1.099340395814068 s 1.099340395814068 -4.062312942033415 V-100-200=300-400(.25 x.20) Resto @ .25 de C/E ø 1/4" 1@ .05, 5 @ .10, 6 ø 1/2" Doblan ext. .30 s -4.511927881565796 DETALLES DE VIGAS DETALLE DE CIMENTACION

Language	Spanish
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartment, apartments, autocad, building, condo, details, DWG, eigenverantwortung, Family, floors, full, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, Project