Multifamily Housing 3 Levels And Terrace – Structures DWG Section for AutoCAD

Multifamily Housing 3 Levels And Terrace – Structures DWG Section for AutoCAD

Sectional drawing and elevations and structuring and laying of foundations

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

corrugated iron, standard hooks on rods, in the picture shown., in shape on beams, the reinforcing steel used, will be housed in concrete with, hooks which, should end in, the specified dimensions, column slab, note:, long from, splice, picture, splices, splices, splices, indicated the specified percentages, increase the splicing length by one, equal splicing length for, the lower part of the, not splicing more than the total area in, for lightened flat beams steel, in case of not splicing in the zones, for, consult the designer., the same section., note:, architecture, american standard, kitchen sink bowl gourmet, porcelain white, american standard, kitchen sink bowl gourmet, porcelain white, Commerce, bedroom, Deposit, terrace, kitchenette, yard, ss.hh., runner, plant: foundation, esc:, cl., concrete cycle:, resistance, reinforced concrete:, overload:, mortar:, cm., flat beams, the horizontal vertical expansion joints, for f’m king kong brick filling completely, lightened, cantilevered beams, cabbage. structural, cabbage. of mooring, coatings:, fc, concrete, Technical specifications, shoes, development:, foundation:, concrete beams, concrete cement, resistance of terrain:, concrete reinforcement, concrete columns, flat roof, steel, stone, cm., median, maximum, rest, column auction, inside, fill concrete between jagged walls, Exterior, flat roof, mesh, n.p.t., n.f.p, n.j., n.f.p, cut, esc., cut, npt., dilatation meeting, seismic, npt., dilatation meeting, seismic, npt., npt., npt., npt., rest, stirrups, dimension, kind, column table, rest, rest, rest, thickness, shoe detail, sole, see picture, according to details of stirrups., cut, grill, plant, column, kind, shoe box, variable, floor level, floor level, splicing length, splicing detail in column, foundation of, stairs, step in, filling, tank, concentration detail, of stirrups in columns., overcoming, foundation, according to splices, column, rsto, rsto, rsto, according to splices, rsto, rsto, according to splices, rsto, rsto, rsto, detail, staircase floor, beam, filling, detail, staircase floor, filling, sanitary, top, of tank, esc, bottom slab, of tank, esc, roof slab, esc, sedimentation pit, cistern detail, cut, sump box, rack, n.p.t., cat stair, top, sanitary cap, of max., split stone filling, doubled detail of, stirrups in columns beams, specified, column, beam board, roof slab, tank tank, down, tank tank, bottom slab, cut, beam, lightened typical, esc:, first floor second, esc:, third floor, vb, you, vb, you, vb, vb, you, vb, you, vb, vb, you, vb, vb, stairway slab, empty, of stairs, duct, ing. victor bossio martini cip, lightened structures, Location, professional, specialty, draft, owner, living place, scale, date, may, floor level, floor level, detail of, doubled detail of, stirrups in columns beams, specified, column, beam board, av el asoc.de, carolina m. herrera pinto l. herrera pin, beams details, rest both ends of the beam, beams details, in cas

Raw text data extracted from CAD file:

DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA 5 G(cm) 5/8" 35 3/8" 20 3/4" 45 ø 1/2" 25 1/4" 15 NOTA: \A1;\Fsimplex.shx;G 3/8" d Long. de 0.40 empalme 1/2" 0.70 0.55 3/4" 5/8" 1" 1.50 0.85 \A1;5.40 \A1;3.20 \A1;2.60 \A1;3.50 \A1;5.30 \A1;4.20 \A1;1.60 \A1;4.20 \A1;3.17 \A1;1.82 \A1;1.83 \A1;3.18 \A1;5.40 \A1;3.20 \A1;2.60 \A1;3.50 \A1;5.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.00 \A1;.80 \A1;1.00 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.80 \A1;1.00 \A1;1.00 \A1;2.80 \A1;1.20 \A1;2.55 \A1;1.20 \A1;1.00 \A1;2.83 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;1.00 \A1;.80 \A1;1.00 \A1;.30 \A1;.20 \A1;.15 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.30 \A1;.20 \A1;.80 \A1;.50 \A1;.15 \A1;.20 \A1;.10 \A1;.05 \A1;.45 \A1;.80 \A1;.50 \A1;.15 \A1;.60 \A1;.10 \A1;.05 \A1;.25 \A1;.80 \A1;.50 \A1;.15 \A1;.60 \A1;.10 \A1;.05 \A1;.25 \A1;.80 \A1;.50 \A1;.15 \A1;.60 \A1;.10 \A1;.05 \A1;.25 \A1;.80 \A1;.50 \A1;.15 \A1;.20 \A1;.10 \A1;.05 \A1;.45 \A1;.20 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.20 \A1;.15 \A1;.60 \A1;.80 \A1;.05 \A1;.10 \A1;.45 \A1;.15 \A1;.60 \A1;.80 \A1;.30 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.40 \A1;ESPESOR \A1;VER CUADRO \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.25 \A1;b \A1;b \A1;a \A1;0.25 \A1;a \A1;SEGUN EMPALMES \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;3@.25 \A1;3@.10 \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;COLUMNA \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;.20 \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;SEGUN EMPALMES \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;.20 \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;SEGUN EMPALMES \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;.20 \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;1@.05 \A1;3@10 \A1;3@.15 \A1;.20 \A1;.20 \A1;2.30 \A1;.20 \A1;.20 \A1;1.35 \A1;.20 \A1;.50 \A1;.80 \A1;.25 \A1;.80 \A1;.80 \A1;.28 \A1;.80 \A1;1.00 \A1;.30 \A1;.20 \A1;.25 \A1;.17 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;2.30 \A1;.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;2.30 \A1;.20 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.46 \A1;.05 \A1;.10 \A1;.23 \A1;1.45 \A1;.40 \A1;2.20 \A1;2.00 \A1;.65 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;2.55 \A1;ESPECIFICADO \A1;a \A1;r \A1;45° \A1;45° \A1;1.78 \A1;.10 \A1;1.75 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;1.78 \A1;1.75 \A1;.10 \A1;.50 \A1;.50 \A1;.10 \A1;.10 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.15 \A1;1.40 \A1;.16 \A1;.25 \A1;.20 \A1;.75 INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO B- EN CASO DE NO EMPALMARSE EN LAS ZONAS 35cm. PARA ø1/2" Y 5/8". CONSULTAR AL PROYECTISTA. UNA MISMA SECCION. 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SS.HH. SS.HH. CORREDOR NPT.+ 0.00 01 PLANTA: CIMENTACION ESC: 1/50 NPT.+ 0.40 NPT.+ 0.40 NPT.+ 0.40 SALA-COMEDOR CL. CL. 03 04 06 A B C D E F A B C D E F 01 02 05 06 5 5 5 5 5 5 5 5 03' 5 5 5 5 5 5 5 5 5 CONCRETO CICLOPEO: RESISTENCIA CONCRETO ARMADO: SOBRECARGA: MORTERO: :2 cm. VIGAS CHATAS LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). PARA LADRILLOS KING KONG DE F'm = 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE ALIGERADOS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE RECUBRIMIENTOS: f'c = 175 kg/cm2 f'c = 175 kg/cm2 f'c = 175 kg/cm2 CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS fy = 4200 kg/cm2 ZAPATAS 200 kg/m2 SOBRECIMIENTO: CIMIENTO: CONCRETO - VIGAS CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO - SOBRECIMIENTOS ARMADOS CONCRETO - COLUMNAS TECHO 2 PISO TECHO 1 PISO 200 kg/m2 ACERO PIEDRA :2 cm. :8 cm. :2 cm. :4 cm. :4 cm. MEDIANA 3" MAXIMO @.05 @.10 s/c Resto @.15 0.30 0.30 0.30 REMATE DE COLUMNAS INTERIOR Llenar concreto entre muros dentados EXTERIOR TECHO 3 PISO 200 kg/m2 C1 C2 C1 C2 C1 C1 C2 C4 C1 C2 C2 C3 C3 C2 C1 C1 C1 C1 C2 C1 C1 C2 C1 C1 C2 C4 C1 C1 C1 C2 C2 C2 C2 C2 5 5 5 5 5 5 5 5 5 5 5 5 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z4 Z4 Z1 Z1 Z2 Z4 Z4 Z2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z2 Z5 Z1 Z2 Z2 Z2 Z2 Z1 CC1 CC1 CC2 CC2 CC2 CC2 CC2 CC2 CC1 CC1 CC3 CC3 CC3 CC5 CC5 CC5 CC5 CC5 CC5 CC5 CC5 CC3 CC5 CC4 CC3 CC6 CC6 CC6 CC6 A .30 .20 .15 Malla ¢ 3/8" @.30 N.P.T. N.F.P N.J. .10 .05 NPT.+0.40 NPT.+0.30 N.F.P N.F.P .05 .10 .30 .20 CORTE B ESC. 1/25 ESC. 1/25 CORTE A 5 CC1 .50 N.F.C.-1.10 NTN.±0.00 5 NPT. +0.00 JUNTA DE DILATACION SISMICA 3Cm. 5 5 5 5 5 CC2 .50 N.F.C.-1.10 NTN.±0.00 5 NPT. +0.40 JUNTA DE DILATACION SISMICA 3Cm. 5 5 5 5 5 .50 CC4 N.F.C.-1.10 5 NPT. +0.00 N.P.T.0.40 .60 5 5 5 5 .50 CC5 N.F.C.-1.10 5 NPT. +0.40 N.P.T.0.40 .60 5 5 5 5 .50 CC3 N.F.C.-1.10 5 NPT. +0.00 .20 5 5 .45 NPT. +0.00 .20 5 5 CC2 CC2 CC2 CC4 CC4 CC3 CC7 CC7 CC7 CC7 CC7 CC7 5 5 .20 NPT.+0.00 .15 N.F.C.-1.10 .60 5 CC6 5 5 .45 NPT.+0.40 .15 N.F.C.-1.10 .60 5 CC7 C-1 d1/4" 3@.05, 5@.10, 5@.15 RESTO .20 ESTRIBOS DIMENSION TIPO CUADRO DE COLUMNAS 5 5 4d1/2" d1/4" 3@.05, 5@.10, 5@.15 RESTO .20 C-2 5 5 C-1 6d5/8"+2d3/8" d1/4" 3@.05, 5@.10, 5@.15 RESTO .20 2d3/8" 5 5 5 5 5 5 5 5 8d5/8"+2d3/8" 2d3/8" C-1 5 5 4d5/8"+2d3/8" 2d3/8" d1/4" 3@.05, 5@.10, 5@.15 RESTO .20 ø1/2" A 0.15 ø1/2" A 0.15 ESPESOR DETALLE DE ZAPATAS SOLADO Fc=100Kg/cm2 VER CUADRO SEGUN DETALLE DE ESTRIBOS. 0.30 0.10 0.60 0.10 CORTE NF.-1.00 0.05 0.25 b b a ø1/2" A 0.15 PARRILLA 0.25 PLANTA COLUMNA COLUMNA Z-3 Z-4 TIPO Z-1 Z-2 a CUADRO DE ZAPATAS VARIABLE 1.20 1.00 1.00 1.20 1.00 0.80 b a Z-6 Z-7 Z-5 1.20 1.20 1.00 2.55 2.83 2.80 1.00 1.00 NIVEL DE PISO l NIVEL DE PISO h/3 h/3 h/3 Longitud de Empalme 3/4" 5/8" 1/2" 3/8" 0.70 0.60 0.50 0.50 DETALLE DE d EMPALME EN COLUMNA Cimiento de escalera Grada en Relleno B B A CISTERNA DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. SOBRECIMIENTO CIMIENTO SEGUN EMPALMES .30 .30 5 5 5 5 3@.25 3@.10 1@.05 3@10 3@.15 COLUMNA RSTO A .20 1@.05 3@10 3@.15 RSTO A .20 5 1@.05 3@10 3@.15 RSTO A .20 SEGUN EMPALMES 1@.05 3@10 3@.15 RSTO A .20 5 1@.05 3@10 3@.15 RSTO A .20 SEGUN EMPALMES 1@.05 3@10 3@.15 RSTO A .20 5 1@.05 3@10 3@.15 RSTO A .20 1@.05 3@10 3@.15 RSTO A .20 5 5 5 5 5 1.35 5 DETALLE ESCALERA 1er PISO 5 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 5 5 5 5 ø3/8"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.25 5 ø1/2"@0.25 5 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 e=.15 ø3/8"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 VIGA 1.00 .30 5 RELLENO N.P.T.+0.00 N.P.T.+0.00 e=.15 ø1/2"@0.25 5 5 DETALLE ESCALERA 2do y 3er PISO RELLENO 5 5 5 5 5 5 d1/2"@.25 d1/2"@.25 d1/2"@.25 d1/2"@.25 h = 0.20 m. 5 5 5 5 5 5 d1/2"@.25 d1/2"@.25 d1/2"@.25 d1/2"@.25 h = 0.20 m. SANITARIA TAPA 2Ø1/2" 5 5 .50 5 DE CISTERNA ESC : 1/25 LOSA DE FONDO DE CISTERNA ESC : 1/25 LOSA DE TECHO 5 5 .10 5 ESC ; 1/25 N.F.P.-0.05 1.45 .40 2.20 2.00 .65 .15 FOSA DE SEDIMENTACION 3/8" @ .25 1/2" @ 0.25 VOL.= 3.36 M3 DETALLE DE CISTERNA .30 5 0 / 1/2" @ 0.25 CORTE X-X \A1;45.00° .30 5 DE .30x.30x.30 CAJA SUMIDERO REJILLA N.P.T. + 0.00 ESCALERA DE GATO TAPA .60x.60 TAPA SANITARIA DE d 1" MAX. 2.55 RELLENO DE PIEDRA PARTIDA DETALLE : DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS ESPECIFICADO dDE COLUMNA a r r(cm.) 2.5 1.3 2.0 d 3/8" 1/4" 1/2" a(cm.) 6.5 10.0 12.5 PLACA O VIGA 45° 45° 1.78 d3/8"@.25 5 d3/8"@.25 X 1.75 LOSA DE TECHO DE TANQUE ELEVADO 5 5 5 5 1.78 d3/8"@.25 d3/8"@.25 X d3/8"@.25 1.75 1d1/2" Abajo DE TANQUE ELEVADO LOSA DE FONDO d3/8"@.25 5 5 5 5 5 d3/8"@.25 d3/8"@.25 .40 2d1/2" 2d5/8" CORTE X - X .20 d3/8" @ .20 .40 .20 2d5/8" 2d1/2" .15 d3/8" @ .25 1.40 5 5 5 VIGA VIGA .75 d1/2""@0.25 ø1/2"@0.25 d3/8""@0.25 ø1/2"@0.25 e=.15 ALIGERADO TIPICO ESC: 1/50 PRIMERO Y SEGUNDO PISO ESC: 1/50 TERCERO Y CUARTO PISO V.103 V.104 V.101 V.105 V.105 V.102 VB V.100 V.102 V.102 V.102 V.103 VB V.103 VB V.106 V.106 VB VB VB V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.107 V.107 V.107 V.107 V.107 V.107 V.107 V.107 V.107 V.109 V.108 V.108 V.108 V.108 V.109 V.109 V.109 V.110 V.110 V.111 V.111 V.111 V.111 V.B V.D V.D V.B V.D V.D V.D V.B V.B V.103 V.101 V.105 V.105 V.102 VB V.102 V.102 V.102 V.103 VB V.103 VB V.106 V.106 VB VB VB V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.107 V.107 V.107 V.113 V.113 V.107 V.107 V.107 V.109 V.108 V.108 V.108 V.108 V.109 V.109 V.109 V.110 V.110 V.111 V.111 V.111 V.111 V.B V.D V.D V.B V.D V.104 V.B V.104 V.B V.D V.D V.B V.B V.112 V.113 V.B V.B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Losa de escalera 5 5 5 5 5 5 5 5 5 5 5 5 5 V.112 V.112 A B D E F E G C VACIO VACIO VACIO VACIO DE ESCALERA DUCTO DUCTO A B C MAC/JPC ING. VICTOR BOSSIO MARTINI CIP 46753 ESTRUCTURAS : ALIGERADO UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO VIVIENDA MULTIFAMILIAR-COMERCIO PLANO:5/8 ESCALA FECHA 1:50 MAY 2001 NIVEL DE PISO l NIVEL DE PISO h/3 h/3 h/3 DETALLE DE DETALLE : DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS ESPECIFICADO dDE COLUMNA a r r(cm.) 2.5 1.3 2.0 d 3/8" 1/4" 1/2" a(cm.) 6.5 10.0 12.5 PLACA O VIGA 45° 45° Av El Sol, Mz."J"Lote 20 Sector"F"2da.Etapa, Asoc.de Pro-Vivienda"Los Angeles" CAROLINA M. HERRERA PINO Y ADA L. HERRERA PINO V.103 V.104 V.100 V.100 5 5 5 5 5 5 5 5 V.112 V.112 V.100 V.100 5 5 5 5 V.102 V.102 V.102 V.100 5 5 5 5 5 5 5 5 E F E 5 5 5 5 .40 .15 V.S.-1 DETALLES DE VIGAS d 1/4" o d3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos de la viga d 1/4" o d3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos de la viga DETALLES DE VIGAS B- EN CASO DE NO EMPALMARSE EN LAS ZONAS C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INDICADAS O LOS PORCENTAJES ESPECIFICADOS INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y EMPALMES TRASLAPADOS PARA VIGAS, ø1/4" ø1/4" ø1/4" DISTRIBUCION DE ESTRIBOS: V-106 5ø1/2" ø1/4" V-107 6ø1/2" VD DISTRIBUCION DE ESTRIBOS: VB V-109 ø1/4" V-108 V-100 V-101 LOSAS Y ALIGERADOS 4ø1/2" 1" 1.15 1.00 1.30 0.40 0.40 0.60 0.50 3/8" 1/2" 3/4" 5/8" 0.40 0.40 0.55 0.45 0.50 0.45 0.75 0.60 6ø1/2" 4ø1/2" CONSULTAR AL PROYECTISTA. 35cm. PARA ø1/2" Y 5/8". .20 0.15 ø1/4" 4ø1/2" V-110 V-102 6d1/2" ALIGERADO(h=.20) .30 H A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN SECCION TIPICA DE V - A (.25 x .20) 3.22 d 1/4", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos L/4 L/4 m L/3 2d1/2" ESC:1/25 .15 INFERIOR REFUERZO h CUALQUIERA VALORES DE m ø DE 0.30 h MENOR SUPERIOR DE 0.30 h MAYOR REFUERZO 2 2d1/2" .25 L/4 NOTA: UNA MISMA SECCION. L/3 m L/4 L/3 BASE PARA TANQUE 5 2d1/2" 3/8" @ 0.25 A .15 VER ARQUITECTURA .15 CORTE X-X .25 2 V.A. C .10 ESCALA:1/10 .10 DE TEMPERATURA d1/4"@.25 .30 .25 .20 4d1/2" CORTE 2-2 2d1/2" .15 .10 .20 .05 .20 2d5/8" .20 .40 .40 d3/8" @ .25 2d1/2" .15 2d5/8" 2d1/2" d3/8" @ .20 DETALLE TIPICO DE MURO DE TANQUE ESC: 1/25 ELEVADO d EMPALME EN COLUMNA 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" G VACIO 1.78 d3/8"@.25 5 d3/8"@.25 X 1.75 LOSA DE TECHO DE TANQUE ELEVADO 5 5 5 5 1.78 d3/8"@.25 d3/8"@.25 X d3/8"@.25 1.75 1d1/2" Abajo DE TANQUE ELEVADO LOSA DE FONDO d3/8"@.25 5 5 5 5 5 d3/8"@.25 d3/8"@.25 .40 2d1/2" 2d5/8" CORTE X - X .20 d3/8" @ .20 .40 .20 2d5/8" 2d1/2" .15 d3/8" @ .25 1.40 .20 0.15 ø1/4" .20 0.15 .40 .20 ø1/4" .30 0.15 5d1/2" ø1/4" V-103 .30 0.15 5d1/2" ø1/4" V-104 .20 0.25 V-105 4ø1/2" ø1/4" V-111 V-112 .20 0.15 ø1/4" .40 .20 6ø1/2" .40 .20 ø1/4" 4ø1/2" .40 .20 .20 0.15 ø1/4" 4ø3/8" .20 0.15 .20 0.25 ø1/4" 4ø1/2" DIBUJO: VENTANAS CUADRO DE VANOS ALFEIZAR M4 2.20 1.95 1.575 2.20 0.525 2.20 V9 V8* TIPO CUADRO DE VANOS M2 M3 M1 ALTO MAMPARAS 2.20 2.20 2.90 1.50 2.20 1.925 ANCHO 0.50 0.50 ALTURA ANCHO V1 0.40 2.20 0.40 0.40 0.70 1.925 V2 V3 V4 1.20 1.40 0.80 1.55 V6 V7 V5 1.40 1.70 0.825 0.20 TIPO 2.30 1.00 2.20 2.60 1.20 1.00 0.55 V11 V10 1.925 1.50 V12 V13 2.20 2.90 1.00 1.20 1.40 1.00 1.40 1.20 1.00 1.40 V16 V15 V14 0.40 1.40 1.40 0.80 2.35 1.35 2.20 1.00 1.00 0.80 1.00 0.90 0.70 3.60 ANCHO P4 P5 P2 P3 P1 METALICA ENRROLLABLE CONTRAPLACADA APANELADA Y LAQUEADA TIPO 2.10 2.10 ALTO 2.10 1.65 2.70 PUERTAS CUADRO DE VANOS MADERA Y VIDRIO V17 1.50 1.65 0.95 madera y vidrio 0.525 1.05 V18 1.35 V5 NPT.+ 0.00 COMERCIO COMERCIO NPT.+ 0.00 SALA-COMEDOR DORMITORIO NPT.+ 3.20 OFICINA NPT.+ 3.20 OFICINA SALA-COMEDOR NPT.+ 6.00 DORMITORIO DEPOSITO 01 02 03 04 05 06 07 08 09 V5 DORMITORIO DORMITORIO TERRAZA KITCHENETTE KITCHENETTE PATIO PATIO SS.HH. SS.HH. SS.HH. TERRAZA CORREDOR NPT.+ 0.00 SS.HH. DORMITORIO DORMITORIO DORMITORIO DORMITORIO 1-1 ADOQUIN DE CONCRETO NEGRO PISO CERAMICO CELIMA .30x.30 SERIE PIEDRA / COLOR CORAL PROY. MUEBLE ALTO PLANTA: PRIMER PISO ESC: 1/50 PLANTA: SEGUNDO PISO ESC: 1/50 PLANTA: TERCER PISO ESC: 1/50 PLANTA: CUARTO PISO ESC: 1/50 NPT.+ 6.00 SALA-COMEDOR NPT.+ 0.40 NPT.+ 0.40 NPT.+ 0.40 SALA-COMEDOR 01 10 02 03 NPT.+ 3.20 CIRCULACION NPT.+ 6.00 CIRCULACION NPT.+ 6.00 SALA-COMEDOR NPT.+ 6.00 KITCHENETTE SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SS.HH. SALA-COMEDOR NPT.+ 3.20 NPT.+ 3.20 SALA-COMEDOR RECEPCION CL. CL. CL. 28 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 SALA-COMEDOR SALA-COMEDOR NPT.+ 8.80 37 38 45 44 43 42 41 40 39 30 31 32 33 34 35 36 54 55 62 61 60 59 58 57 56 47 48 49 50 51 52 53 PISO CERAMICO CELIMA .30x.30 SERIE PIEDRA / COLOR CORAL 1-1 .3x.10x.20 1-1 1-1 CL. CL. CL. KITCHENETTE 1-1 1-1 KITCHENETTE KITCHENETTE KITCHENETTE KITCHENETTE 1-1 1-1 1-1 1-1 1-1 1-1 NPT.+ 8.80 1-1 1-1 CL. CL. 1-1 1-1 1-1 1-1 1-1 1-1 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 PROY. VOLADIZO PROY. VOLADIZO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 P2 P3 P2 P4 V1 V1 V1 V1 V2 V2 V2 P3 P5 P2 P2 V3 V4 P3 P3 P2 P3 V6 V2 V5 V6 V7 V7 V2 P3 P2 M1 M2 P1 V8 M3 P2 P3 P2 V2 V3 V9 V2 P2 V5 V7 5 5 V10 V2 V10 V7 P2 P2 P3 V2 P3 P2 V11 V12 V13 P3 V8 M3 V9 P2 V5 P2 V5 V7 V10 V2 V10 V7 P2 P2 P3 V2 P3 P2 V11 V13 V5 P2 V5 V7 V10 V2 V10 V7 P2 P2 P3 V2 P3 P2 V11 V13 V14 V11 V12 V15 V8 V9 V8 M3 V9 P3 M3 P2 P2 P3 P2 P2 V16 V16 V5 P2 V5 V7 V10 V2 V10 V7 P2 P2 P3 V2 P3 P2 V11 V13 V11 V12 V15 V18 M4 V17 V18 V17 P2 P2 P3 V16 V16 P2 P2 V16 P3 P3 P3 M4 CL. CL. APANELADA Y LAQUEADA CONTRAPLACADA MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio madera y vidrio ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. NPT. ±0.00m 5 5 5 5 5 5 5 5 5 5 COMEDOR COMEDOR COMEDOR COMEDOR COMEDOR COMEDOR COMEDOR COMEDOR PATIO PATIO ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. COMERCIO COMERCIO OFICINA OFICINA KITCHENETTE KITCHENETTE SH. SH. CL. CL. CIRCULACION SH. DORMITORIO DORMITORIO CIRCULACION SH. AZOTEA AZOTEA ELEVACION ESC: 1/50 CORTE B - B ESC: 1/50 CORTE C - C ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LCQ. NPT. ±0.00m CORTE A-A ESC: 1/50 ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. NPT. ±0.00m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO DORMITORIO DORMITORIO DORMITORIO PATIO AZOTEA CL. SH. CL. OFICINA INGRESO CORREDOR CIRCULACION AZOTEA

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, drawing, DWG, elevations, erdbebensicher strukturen, foundations, Housing, laying, levels, multifamily, multifamily housing, section, sectional, seismic structures, structures, structuring, strukturen, terrace