Condos DWG Section for AutoCAD

Condos DWG Section for AutoCAD

Condos – Plants – Sections – Details

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

posso associated ltda., structural, engineering and architecture, violators will be penalized for damages. this plan will only be used in the design of the construction of the reference and should not be used in similar projects, responsibility for the modifications or in a whole if this is in the substance of the design. Without our authorization it is totally forbidden, total or partial reproduction, improper use, exhibition or communication to third parties. the, date, revision, modification, project :, location :, content :, design :, drawing :, owner :, review :, plane no., approved :, scale :, date :, ing.german andres posso or., ing.hector fabio posso m., straight length in dm, number of bars, separation in cm, diameter of bar in, length with hook in dm, additional notation, for stirrup, eighths of an inch, length of, hooks for, no. , bar, standard hook, length of hooks, length of bar, diameter, standard hooks, stirrups and strips, stirrups according to break, ladder, ci axes, axis i, g axis, h, c axis, d, axis a , cg axles, ac axes, gi axes, cleaning concrete, tip cut. foundation, first floor, foundation beam cross reinforcement is not shown, detail joint dilatation in walls, detail expansion joint between houses, wall block, foundation beam, cut tip. beams-joists, upper, lower, overlaps in beams, wall on foundation beam, convention, covered projection, main vestment, master bedroom, wc. alc ppal., hal of alcoves, terrace, empty on patio, balcony, hall of bedrooms, wc bedrooms, tv, wc service, social wc, patio clothes, bedroom service, offices, kitchen, garage, living room, dining room, gargola, gargolas, covered floor, third floor, first floor, second floor, half house, balcony projection, lintel projection, ball., slab in waterproof concrete, covered in transparent tile, slab projection, structural brick in sight, slab in particular to the view, clay tile on eternit tile, paint and white paint, lintel in concrete in sight, sill in brick in sight, cut a – a ‘, cut b – b’, front facade, back facade , side facade, walk, visitors parking, wc, pumps, projection tank, utb, vehicular, access, internal via, separator, communal green area, children’s play area, pedestrian access, lounge, social, pool

Raw text data extracted from CAD file:

1.30 .47 1.03 2.70 2.70 1.03 .47 1.30 1.30 .47 1.03 2.70 2.70 1.03 .47 1.30 1.30 .47 1.03 2.70 2.70 1.03 .47 1.30 5.50 5.50 5.50 5.50 5.50 5.50 3.17 .13 .47 1.50 .13 2.57 7.97 .30 .82 .10 .90 .10 .97 .40 1.75 2.34 .30 .30 1.68 .25 .96 .40 .85 .10 .80 .30 .30 .66 .10 .75 .10 .75 .30 .75 .10 .70 .10 .70 .40 .65 .10 .75 .10 .75 .30 .75 .10 .75 .10 .70 .50 .70 .10 .75 .10 .75 .30 .75 .10 .70 .10 .70 .40 .65 .10 .75 .10 .75 .30 .75 .10 .75 .10 .70 .50 .70 .10 .75 .10 .75 .30 .75 .10 .75 .10 .65 .40 .65 .10 .75 .10 .75 .30 .75 .10 .75 .10 .66 .35 .35 2.40 .30 .65 .20 .70 .10 .10 .75 .20 .65 .30 .40 2.35 2.35 .40 .85 .10 .80 .30 1.68 .25 .96 2.36 1.22 1.22 1.75 .30 1.68 .25 .96 .40 .85 .10 .80 .30 .30 .65 .70 .20 .65 .20 .75 .30 2.40 .10 .10 .30 .40 2.35 2.35 1.68 .25 .96 .40 .85 .10 .80 .30 2.40 1.22 1.22 .90 .10 .97 .40 2.34 .30 .30 .82 .10 2.36 .80 .30 .30 .65 .20 .75 .10 .10 .85 .40 .96 .25 1.68 1.22 .30 2.34 1.75 .30 .40 .97 .90 .10 .10 .82 .30 2.35 .40 2.35 .75 .10 .20 .65 .30 2.40 .30 .80 .85 .10 .40 .96 .25 1.68 1.22 .30 .25 .25 POSSO asociados Ltda. Estructural Ingenieria y Arquitectura INFRACTORES SERAN PENALIZADOS POR DANOS Y PERJUICIOS. ESTE PLANO SOLO SE UTILIZARA EN EL DISENO DE LA CONSTRUCCION DE LA REFERENCIA Y NO DEBERA UTILIZARSE EN PROYECTOS SIMILARES. RESPONSABILIDAD EN CUANTO A LAS MODIFICACIONES O EN UN TODO SI ESTA ES EN LA SUSTANCIA DEL DISENO. SIN NUESTRA AUTORIZACION ESTA TOTALMENTE PROHIBIDO,REPRODUCCION TOTAL O PARCIAL, USO INDEBIDO,EXHIBICION O COMUNICACION A TERCEROS. LOS SI ESTE PLANO ES ALTERADO O MODIFICADO EN SU DISENO FUNDAMENTAL POR EL PROPIETARIO DEL PROYECTO,POR SUS AGENTES O POR TERCEROS;O SI LA CONSTRUCCION NO SE HACE DE ACUERDO CON EL PLANO,POSSO asociados Ltda, QUEDA EXONERADO DE TODA FECHA REVISION MODIFICACION FECHA REVISION MODIFICACION PROYECTO: LOCALIZACION: CONTENIDO: DISENO: DIBUJO: PROPIETARIO: REVISO: PLANO No. APROBO: ESCALA: FECHA: DE Ing.GERMAN ANDRES POSSO O. Ing.HECTOR FABIO POSSO M. Mat.25202-28354 CND. Mat.76202-01673 VALLE 2.23 .05 .30 .25 .05 .05 .05 .30 .25 Longitud recta en dm Cantidad de barras Signo "cada" Separacion en cm NN # D XX/YY @ SS Diametro de barra en Longitud con gancho en dm Notacion adicional para estribo octavos de pulgada \A1;D \A1;L \A1;L \A1;D \A1;10db \A1;6db \A1;D \A1;L \A1;L \A1;10db \A1;4db o \A1;12db \A1;D LONGITUD DEL GANCHOS PARA No. 1/2 (#4) 5/8 (#5) 3/8 (#3) BARRA 1 (#8) 1.1/4 (#9) 135° D 5.1 6.4 3.8 17.5 20.0 12.5 40 45 90° 10.0 12.5 7.5 40 45 GANCHO ESTANDAR LONGITUD DE LOS LONGITUD DEL GANCHO GANCHO ESTANDAR DE BARRA DIAMETRO 1/2 (#4) 3/4 (#6) 7/8 (#7) 5/8 (#5) 3/8 (#3) 20 30 35 25 90° 15 15 25 30 20 180° 15 A 90° A 180° 135° 135° 90° 6.5cm 4db o 6.5cm GANCHOS ESTANDAR PARA ( cm ) ESTRIBOS Y FLEJES GANCHO PARA(cm) D -51.26993505032041 -51.26993505032041 D -51.19244137704729 -51.20794013249795 -51.26993505032041 -51.26993505032041 -51.26993505032041 -51.26993505032041 -51.26993505032041 -51.26993505032041 -51.26993505032041 .05 .25 .60 .05 .25 .15 .35 .35 .80 .25 .80 .39 .06 .60 .80 .25 .80 5.62 5.50 1.82 .59 1.78 1.36 1.65 5.50 5.62 .12 .61 1.82 .12 1.11 .12 1.25 .12 2.58 .12 2.58 .12 8.09 .12 .12 3.30 5.62 5.50 .12 2.25 .12 2.72 2.58 .12 .90 .90 3.30 .12 .12 8.09 .12 2.58 .12 .12 3.30 1.05 5.50 5.62 .12 5.38 .12 5.50 5.62 .80 .25 .80 .39 .06 .60 .80 .25 .80 1.82 .59 1.78 1.36 1.65 5.50 5.62 .12 .61 1.82 .12 1.11 .12 1.25 .12 2.58 .12 2.58 .12 8.09 .12 .12 3.30 5.62 5.50 .12 2.25 .12 2.72 2.58 .12 .90 .90 3.30 .12 .12 8.09 .12 2.58 2.45 .12 .12 3.30 1.05 5.50 5.62 .12 5.38 .12 .12 5.38 .12 5.62 5.50 1.05 3.30 .12 .12 2.58 .12 8.09 .12 .12 3.30 .90 .90 .12 2.58 2.72 .12 2.25 .12 5.50 5.62 3.30 .12 .12 8.09 .12 2.58 .12 2.58 .12 1.25 .12 1.11 .12 1.82 .61 .12 5.62 5.50 1.65 1.36 1.78 .59 1.82 5.50 5.62 2.63 .60 3.96 .80 .25 .80 .60 .06 .39 .80 .25 .80 5.50 5.62 4.05 5.62 5.50 2.42 .44 2.20 2.20 .22 .22 .66 1.54 5.52 3.01 1.03 .92 .12 .80 .06 .99 .88 .88 .75 .12 1.30 1.19 1.68 1.45 .15 .61 1.61 .58 .77 .90 1.30 1.19 1.68 1.45 .78 .75 .78 1.36 1.07 .12 .42 .61 .27 .12 3.48 .12 1.08 .25 .98 .12 1.82 .58 .38 .99 1.51 .59 1.51 1.02 .12 2.68 .78 8.09 .12 2.45 .12 2.11 .25 2.92 .12 .11 .89 .64 .12 .76 1.24 .76 .91 1.65 .75 1.49 .12 2.58 1.30 1.62 2.58 .12 1.18 1.50 .60 1.03 .12 1.80 .88 .12 .65 .90 1.29 3.01 1.32 2.58 3.01 1.02 3.61 .99 5.50 2.63 .60 3.96 .60 4.05 2.54 4.56 1.85 3.48 .61 1.84 .61 3.01 1.03 .92 .12 .80 .06 .99 .88 .88 .75 .12 1.30 1.19 1.68 1.45 .15 .61 1.61 .58 .77 .90 1.30 1.19 1.68 1.45 .78 .75 .78 1.36 1.07 .12 .42 .61 .27 .12 1.84 .12 1.08 .25 .98 .12 1.82 .58 .38 .99 1.51 .59 1.51 1.02 .12 .78 8.09 .12 .12 2.11 .25 2.92 .12 .11 .89 .64 .12 .76 1.24 .76 .91 1.65 .75 1.49 .12 2.58 1.30 1.62 2.58 .12 1.18 1.50 .60 1.03 .12 1.92 .88 .12 .65 .90 1.29 3.01 1.32 2.58 3.01 3.01 2.58 1.32 3.01 1.29 .90 .65 .12 .88 1.80 .12 1.03 .60 1.50 1.18 .12 2.58 1.62 1.30 2.58 .12 1.49 .75 1.65 .91 .76 1.24 .76 .12 .64 .89 .11 .12 2.92 .25 2.11 .12 2.45 .12 8.09 .78 2.68 .12 1.02 1.51 .59 1.51 .99 .38 .58 1.82 .12 .98 .25 1.08 .12 3.48 .12 .27 .61 .42 .12 1.07 1.36 .78 .75 .78 1.45 1.68 1.19 1.30 .90 .77 .58 1.61 .61 .15 1.45 1.68 1.19 1.30 .12 .75 1.02 3.61 .99 5.56 .60 4.05 2.54 4.56 .88 .88 .99 .06 .80 .12 .92 1.03 3.01 .61 .61 1.07 4.56 2.54 .60 3.96 .60 2.63 5.56 .99 3.61 1.02 5.72 .11 1.10 .11 .22 1.54 .66 .11 .22 2.20 .55 .66 .39 2.53 1.05 .22 .11 .66 .39 .23 1.54 .66 .22 .22 1.10 1.10 .22 2.20 .23 .60 .66 2.01 4.00 4.00 2.25 9.00 5.50 5.50 5.50 19 21 23 24 I H G E D C A 25 ESCALA 1 : 50 PLANTA CIMENTACION CONJUNTO DE 6 CASAS 26 27 29 31 33 35 36 37 1 2 3 5 7 9 11 12 13 14 15 17 30 30 ESTRIBOS SEGUN DESPIECES 30 35 40 30 30 50 10 30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .75 5 5 5 5 5 5 1#4 ARRIBA Y ABAJO 2#5 ARRIBA Y ABAJO 2#5 ARRIBA Y ABAJO 1#4 ARRIBA Y ABAJO 2#5 ARRIBA Y ABAJO 2#5 ARRIBA Y ABAJO 1#4 ARRIBA Y ABAJO 40 10 20 50 30 20 10 20 30 30 15 10 20 25 30 15 10 20 25 30 6.00 5.00 4.00 3.00 2.00 1.00 6.00 5.00 4.00 3.00 2.00 1.00 32#3@20 32#3140(40x20) 2#562/67 2#562/67 50 x 30 ESC 1:50 Son 2 Eje 13 VC-10 1.00 1.00 6#3@6 3#3@12 6#3@6 1#3 6#3@6 30 20 22#380(10x20) 20 10 10 2#522.5/27.5 2#522.5/27.5 G E D 20 x 30 ESC 1:50 Son 6 Escalera VC-9 2.00 1.00 2.00 1.00 8#3@6 12#3@12 8#3@6 14#3@6 5#3@6 5#3@6 71#3100(20x20) 2#582.5/87.5 2#582.5/87.5 30 x 30 ESC 1:50 Son 6 Eje 5 VC-8 4#3@6 4#3@6 15#390(15x20) 2#521/26 2#521/26 A 25 x 30 ESC 1:50 Son 6 Eje 2 VC-7 6.00 5.00 4.00 3.00 2.00 1.00 6.00 5.00 4.00 3.00 2.00 1.00 32#3@20 30 35 32#3110(25x20) 20 10 25 2#562/67 2#562/67 I H G E D C 35 x 30 ESC 1:50 Son 2 Eje 1 VC-6 2.00 1.00 1.00 2.00 1.00 1.00 19#3@12 14#3@12 30 10 33#340(20) 20 10 10 1#450/54 1#450/54 I G C 10 x 30 ESC 1:50 Son 6 Ejes C-I Vta-4 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 8#3@6 16#3@12 8#3@6 8#3@6 16#3@12 8#3@6 8#3@6 16#3@12 8#3@6 8#3@6 16#3@12 8#3@6 8#3@6 16#3@12 8#3@6 8#3@6 16#3@12 8#3@6 2#562.5/65 2#5120 2#5120 2#557.5/60 1#420 1#420 1#420 1#420 2#5117.5/120 1#420 1#420 1#420 1#420 2#5120 1#420 1#420 1#420 1#420 2#5117.5/120 30 x 30 Eje I VC-5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7#3@6 7#3@6 8#3@6 4#3@12 8#3@6 8#3@6 4#3@12 8#3@6 14#3@6 7#3@6 7#3@6 8#3@6 4#3@12 8#3@6 8#3@6 4#3@12 8#3@6 7#3@6 7#3@6 14#3@6 8#3@6 4#3@12 8#3@6 8#3@6 4#3@12 8#3@6 14#3@6 2#560.5/63 2#5120 2#5120 2#557.5/60 2#5110.5/113 2#5120 2#5117.5/120 30 x 30 Eje G,H VC-4A 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 8#3@6 7#3@12 8#3@6 6#3@6 6#3@6 6#3@6 6#3@6 8#3@6 7#3@12 8#3@6 8#3@6 7#3@12 8#3@6 6#3@6 6#3@6 6#3@6 6#3@6 8#3@6 7#3@12 8#3@6 8#3@6 7#3@12 8#3@6 6#3@6 6#3@6 6#3@6 6#3@6 8#3@6 7#3@12 8#3@6 2#553.5/56 2#5120 2#5120 2#566.5/69 2#565.5/68 2#5120 2#5120 2#554.5/57 7 40 x 30 Eje C,D VC-4 1.00 1.00 1.00 1.00 8#3@6 1#3 8#3@6 7#3@6 6#3@6 7#3@6 6#3@6 8#3@6 1#3 8#3@6 60#390(15x20) 2#521.5/24 2#546.5/49 2#533.5/36 2#533.5/36 17 14 13 25 x 30 ESC 1:50 Son 2 Eje B2 VC-3 2.00 1.00 2.00 1.00 8#3@6 6#3@12 3#3@12 8#3@6 30 25 25#390(15x20) 20 10 15 2#529/34 2#529/34 1 25 x 30 Eje B1 VC-2 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 7#3@7 10#3@12 7#3@7 7#3@7 10#3@12 7#3@7 30 30 64#3100(20x20) 20 10 20 2#585.5/90.5 2#585.5/90.5 12 11 9 7 5 3 2 30 x 30 ESC 1:50 Son 3 Eje A VC-1 8#3@20 8#3@20 3#3@20 17#3@20 6#3@20 17#3@20 6#3@20 17#3@20 3#3@20 19 21 25 23 24 26 27 29 31 33 35 36 37 8#3@20 9#3@20 17#3@20 9#3@20 17#3@20 9#3@20 8#3@20 15 6#3@20 12#3@20 12#3@20 12#3@20 12#3@20 12#3@20 6#3@20 A 8#3@20 8#3@20 3#3@20 7#3@20 Vta-1(10x30) VC-6 (35x30) VC-8 (30x30) VC-7 (25x30) VC-9 (20x30) VC-11 (40x30) 5 VC-1 (30x30) VC-2 (25x30) VC-3 (25x30) Vta-1(10x30) Vta-1(10x30) VC-9 (20x30) VC-9 (20x30) VC-9 (20x30) VC-9 (20x30) VC-9 (20x30) VC-8 (30x30) VC-8 (30x30) VC-8 (30x30) VC-8 (30x30) VC-8 (30x30) VC-3 (25x30) VC-2 (25x30) VC-4(40x30) VC-4A (30x30) VC-5 (30x30) VC-4A (30x30) VC-4A (30x30) VC-4(40x30) VC-4(40x30) 5 VC-5 (30x30) VC-5 (30x30) VC-7 (25x30) VC-7 (25x30) VC-7 (25x30) VC-7 (25x30) VC-7 (25x30) VC-11 (40x30) VC-11 (40x30) VC-10 (50x30) VC-10 (50x30) VC-6 (35x30) Vta-2(10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-4 (10x30) VC-11 Eje 7 Son 2 ESC 1:50 40 x 30 2#582.5/87.5 2#582.5/87.5 42#3@20 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 30 10 20 10 10 20 40 30 42#340(20) 42#3120(30x20) 7.00 7.00 8.00 8.00 32#340(20) 20 10 10 Vta-4 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-5 Ejes C-G Son 2 ESC 1:50 10 x 30 17 13 1#458/62 1#458/62 10 10 20 40#340(20) 10 30 20#3@12 20#3@12 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 1.00 19#3@12 19#3@12 30 10 38#340(20) 20 10 10 1#456/60 1#456/60 9 7 5 10 x 30 ESC 1:50 Son 6 Ejes A-C Vta-1 Vta-5(10x30) Vta-2 Ejes C-G Son 2 ESC 1:50 10 x 30 1 1#429/33 1#429/33 10 10 20 19#340(20) 10 30 19#3@12 1.00 2.00 1.00 2.00 Vta-2(10x30) Vta-5(10x30) Vta-4 (10x30) Vta-4 (10x30) Vta-4 (10x30) Vta-4 (10x30) D H Vta-3 Ejes G-I Son 18 ESC 1:50 10 x 30 1#428.5/32.5 1#428.5/32.5 10 10 20 19#340(20) 10 30 19#3@12 1.00 2.00 1.00 2.00 Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) Vta-3 (10x30) 5 VIGA CIMENTACION(VER DESPIECE) CONCRETO DE LIMPIEZA C ESCALA 1 : 20 CORTE TIP. CIMENTACION CORTE 1-1 MATERIAL RELLENO 95% P.M.Hmin.=30cm IP<20 PASA TAMIZ #4 (30-50%) SEGUN ESTUDIO DE SUELOS \A1;CASETON DE ALIGERAMIENTO VIGUETA 10x30(VER DESPIECE) \A1;MALLA M-105 5 H 5 5 5 N 0.00 PRIMER PISO VIGA CIMENTACION NO SE MUESTRA REFUERZO TRANSVERSAL DETALLE JUNTA DILATACION EN MUROS MATERIAL RELLENO 95% P.M. Hmin.=30cm IP<20 PASA TAMIZ #4 (30-50%) SEGUN ESTUDIO DE SUELOS JUNTA DILATACION e=1.0cm \A1;REFUERZO DE MURO \A1;MURO JUNTA ICOPOR e=3.0cm DETALLE JUNTA DE EXPANSION ENTRE CASAS MATERIAL RELLENO 95% P.M. Hmin.=30cm IP<20 PASA TAMIZ #4 (30-50%) SEGUN ESTUDIO DE SUELOS MURO BLOQUE 5 5 5 5 PRIMER PISO N 0.00 VIGA CIMENTACION 1 1 CONCRETO DE LIMPIEZA e=5.0cm CORTE TIP. VIGAS-VIGUETAS 30 10 10 10 20 279#3120(30x20) 279#340(20) 40 30 281#3100(20x20) 264#3100(20x20) 30 30 10 20 30 30 10 20 20 20 20 VC-4 Eje C,D Es 1 ESC 1:50 40 x 30 VC-4A Eje G,H Es 1 ESC 1:50 30 x 30 VC-5 Eje I Es 1 ESC 1:50 30 x 30 73 54 91 159 110 182 54 3 73 4 5 6 7 8 182 159 110 91 SUPERIOR INFERIOR LONGITUD MINIMA (cm) # BARRA TRASLAPOS EN VIGAS f'c=21.0 MPa 5 5 5 5 5 5 5 5 MURO SOBRE VIGA DE CIMENTACION CONVENCION: PROYECCION CUBIERTA PROYECCION CUBIERTA VESTIER PPAL. ALCOBA PRINCIPAL WC. ALC. PPAL. HAL DE ALCOBAS TERRAZA 5 VACIO SOBRE PATIO BALCON HALL DE ALCOBAS VESTIER 1 WC ALCOBAS WC ALC. 1 ALCOBA 1 ALCOBA 2 ESTAR TV WC SERVICIO WC SOCIAL PATIO DE ROPAS ALCOBA SERVICIO OFICIOS COCINA GARAJE SALA COMEDOR GARGOLA 5 5 5 5 5 5 5 5 N - 0.15 5 5 5 5 5 5 5 5 5 5 5 GARGOLAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PEND.2.0% PLANTA CUBIERTA PLANTA TERCER PISO PLANTA PRIMER PISO PLANTA SEGUNDO PISO CASA MEDIANERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N±0.00 N±0.00 N-0.11 N±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 N±0.00 5 5 PROYECCION BALCON PROYECCION DINTEL PROYECCION DINTEL PROYECCION DINTEL PROYECCION DINTEL PLANTA CUBIERTA TERRAZA PEND.27.0% PEND.27.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 CASA 2 PISOS GARGOLAS PEND.2.0% PEND.2.0% B.A.LL. LOSA EN CONCRETO IMPERMEABILIZADA CUBIERTA EN TEJA TRANSPARENTE PEND.15.0% PEND.15.0% PROYECCION BALCON CASA ESQUINERA E-1 5 5 5 5 5 PROYECCION CUBIERTA PROYECCION CUBIERTA VESTIER PPAL. ALCOBA PRINCIPAL WC. ALC. PPAL. HAL DE ALCOBAS TERRAZA 5 VACIO SOBRE PATIO BALCON HALL DE ALCOBAS VESTIER 1 WC ALCOBAS WC ALC. 1 ALCOBA 1 ALCOBA 2 ESTAR TV WC SERVICIO WC SOCIAL PATIO DE ROPAS ALCOBA SERVICIO OFICIOS COCINA GARAJE SALA COMEDOR GARGOLA 5 5 5 5 5 5 5 5 N - 0.15 5 5 5 5 5 5 5 5 5 GARGOLAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA TERCER PISO PLANTA PRIMER PISO PLANTA SEGUNDO PISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N±0.00 N±0.00 N-0.11 N±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 N±0.00 5 5 5 5 N±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 N±0.00 N-0.11 N±0.00 N±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 CASA ESQUINERA E-2 PLANTA SEGUNDO PISO PLANTA PRIMER PISO PLANTA TERCER PISO PLANTA CUBIERTA TERRAZA PEND.27.0% PEND.27.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARGOLAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N - 0.15 5 5 5 5 5 5 5 5 GARGOLA COMEDOR SALA GARAJE COCINA OFICIOS ALCOBA SERVICIO PATIO DE ROPAS WC SOCIAL WC SERVICIO ESTAR TV ALCOBA 2 ALCOBA 1 WC ALC. 1 WC ALCOBAS VESTIER 1 HALL DE ALCOBAS BALCON VACIO SOBRE PATIO 5 TERRAZA HAL DE ALCOBAS WC. ALC. PPAL. ALCOBA PRINCIPAL VESTIER PPAL. PROYECCION CUBIERTA PROYECCION CUBIERTA 5 5 5 PROYECCION BALCON PEND.15.0% PEND.15.0% CUBIERTA EN TEJA TRANSPARENTE LOSA EN CONCRETO IMPERMEABILIZADA B.A.LL. PEND.2.0% PEND.2.0% GARGOLAS CASA 2 PISOS PLANTA CUBIERTA PEND.2.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PEND.27.0% PEND.27.0% TERRAZA CASA 3 PISOS PLANTA CUBIERTA CASA 3 PISOS N+7.59 N+5.06 N+2.53 N±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 8 2 3 4 5 6 7 1 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCION LOSA LADRILLO ESTRUCTURAL A LA VISTA LOSA EN CONCRETO A LA VISTA TEJA DE BARRO SOBRE TEJA DE ETERNIT REPELLO Y PINTURA BLANCA DINTEL EN CONCRETO A LA VISTA REPELLO Y PINTURA BLANCA ANTEPECHO EN LADRILLO A LA VISTA DINTEL EN CONCRETO A LA VISTA CORTE A - A' CORTE B - B' CORTE A - A' CORTE 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' A' A' B' B B' B B' B B' B B' B B' B B' B B' B B' B B' B B' B FACHADA FRONTAL CASA 3 PISOS FACHADA POSTERIOR CASA 3 PISOS FACHADA LATERAL CASA 3 PISOS E - 1 FACHADA LATERAL CASA 3 PISOS E - 2 CASA 2 PISOS FACHADA POSTERIOR CASA 2 PISOS FACHADA FRONTAL CASA 2 PISOS E - 1 FACHADA LATERAL 5 12050 N 12100 N 12800 E 12850 E ANDEN CARRERA 94 (V - 3) ANDEN ANDEN 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 PARQUEADERO VISITANTES W.C. W.C. BOMBAS PROYECCION TANQUE UTB N+ 0.15 N+ 0.15 VEHICULAR ACCESO VIA INTERNA VIA INTERNA VIA INTERNA CALLE 45 CARRERA 94 A SEPARADOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 56 38 39 40 41 42 44 45 46 43 47 48 49 50 51 52 53 54 55 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 ZONA VERDE COMUNAL ZONA DE JUEGOS NIÑOS 5 5 5 2 5 ACCESO PEATONAL 5 358-359=69.50 MTS. SALON SOCIAL 5 5 5 PISCINA

Language	Spanish
Drawing Type	Section
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool, Deck / Patio, Garage, Parking
Tags	apartment, autocad, building, condo, Condos, details, DWG, eigenverantwortung, Family, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plants, section, sections