Garden Of Children – House DWG Section for AutoCAD

Garden Of Children – House DWG Section for AutoCAD

Garden of children – House – Plants – Sections – Elevations

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

diameter, section, kind, kind, rooftop, Joint thickness: cm, are built after emptying the roof beams columns, the details indicated in the corresponding sheets, constructive process: the masonry walls will be built according to, will be made with local clay k.k bricks, p.m. max., pg. max., p.m. max. cm, pg. max., footings footings walls of walls, Technical specifications, rest, steel, column box, stirrups, steel, shoe box, steel, living place, mortar c: h, overloads, coatings, masonry, stairs, flat beams, banked beams, columns, shoe cast on earth, shoe casting on flooring, carrying capacity of the ground kg, elevated tank slabs, sobrecimiento, foundation, shoeing, cutting slabs slabs, cyclopean, concrete, shoe, columnetas partition beams, elevated staircase tank, f’c, section, esc, central shoe, esc, perimeter shoe, esc, column section, esc, esc, n.f.p., n.f.p., n.f.p., n.f.p., esc, section, staircase foundation, playground, staircase foundation, existing building, foundation, detail of the foundation, section, n.f.p., esc, transp glass block, existing building, n.p.t., n.p.t., n.p.t., classroom, living room, rooftop, passage, dinning room, n.p.t., cut, esc, bedroom, kitchen, n.p.t., passage, dinning room, classroom, receipt, n.p.t., b ‘cut, esc, n.p.t., rooftop, main elevation, esc, Kinder garden, barcia bonifati, living room, passage, extension, facade of, detail cut by, glass blocks, facade central part, detail cut by, two-way joists, glass door, glass, first floor, faith ‘tmep., faith’, faith’, vch, faith’, vch, Existing slab, faith ‘tmep., staircase, faith’, Existing slab, second floor, alig, vch, staircase, third floor, double joist, vch, faith’, faith’, faith’, faith’, alig, faith ‘tmep., faith’, faith ‘tmep., alig, vch, double joist, faith’, vch, faith’, faith’, vch, vch, faith’, faith ‘tmep., alig, faith’, faith’, alig, vch, faith’, vch, faith’, faith ‘tmep., service yard, service yard, Existing slab, vch, faith’, alig, double joist, existing beam vb, alig, faith’, alig, alig, faith’, double joist, vch, faith’, alig, vch, faith’, faith ‘tmep., vch, faith’, faith ‘tmep., Existing slab, existing beam vb, Existing slab, staircase, existing beam vb, Existing slab, rooftop, lightened ceiling, first floor, s.h., s.h., study, room, address, teachers, calculation, classroom, n.p.t., pazadiso, second floor, classroom, bedroom, living room, dinning room, Pub, receipt, n.p.t., passage, kitchen, service, playground, s.h, bedroom, third floor, ironing room, classroom, classroom, n.p.t., playground, s.h., study, Deposit, Deposit, service yard, bedroom, n.p.t., dinning room, Roof terrace, bedroom, kitchen, bedroom, s.h., extension, existing building, extension

Raw text data extracted from CAD file:

\A1;1.20 \A1;1.20 \A1;1.20 \A1;0.25 \A1;0.25 \A1;2.15 \A1;0.25 \A1;1.43 \A1;1.25 \A1;2.53 \A1;5.20 \A1;2.55 \A1;2.65 \A1;0.25 \A1;0.90 \A1;0.25 \A1;11.00 \A1;4.30 \A1;2.25 \A1;4.45 \A1;2.40 \A1;5.38 \A1;1.10 \A1;2.975 \A1;0.90 \A1;0.90 \A1;1.20 \A1;0.30 \A1;1.95 \A1;0.30 \A1;0.90 \A1;0.90 \A1;1.25 \A1;1.30 0.10 0.10 0.10 0.10 0.60 0.45 0.35 0.50 0.50 0.35 0.10 0.10 0.10 0.10 0.10 0.10 0.60 0.10 0.25 0.30 0.25 H a x b h 0.50 0.10 a x b H 0.10 0.50 h b b a 0.25 0.45 0.25 0.10 0.60 0.10 0.10 0.15 0.15 0.35 a \A1;1.10 \A1;0.95 \A1;5.38 \A1;1.20 \A1;1.20 \A1;1.20 \A1;4.45 \A1;11.00 \A1;0.25 \A1;.90 \A1;4.30 \A1;2.25 \A1;0.25 \A1;2.65 \A1;5.20 \A1;2.15 \A1;2.55 \A1;1.25 \A1;1.43 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.40 \A1;2.975 \A1;0.90 \A1;0.90 \A1;1.20 \A1;0.30 \A1;1.95 \A1;0.30 \A1;0.90 \A1;0.90 \A1;1.25 \A1;1.30 \A1;0.95 \A1;2.20 \A1;0.95 \A1;2.20 \A1;0.50 \A1;2.20 \A1;1.20 \A1;0.50 \A1;2.20 \A1;1.20 0.10 0.10 0.50 0.35 0.10 0.08 0.60 5 5 5 5 diametro 0.30 A 4.45 11.00 Z - 2 SECCION TIPO O.25 X 0.25 5 0.90 TIPO Z - 1 1 4.30 2.25 2 3 5 4 AZOTEA = 100 kg/m2 ESPESOR DE JUNTAS: e = 1.5 cm (maximo) - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA 1 : 8 + 25% PM. 3" max. 1 : 10 + 30% PG. 6" max. 1 : 12 + 25% PM. 3" max. e=5 cm 1 : 12 + 30% PG. 6" max. ZAPATAS AISLADAS, ZAPATAS CORRIDAS, MUROS DE CONTENCION, MUROS ESPECIFICACIONES TECNICAS 1/2 " @ 0.15 1/4 ", 3 @ 0.05, 3 @ 0.10, 2 @ 0.15 Y RESTO @ 0.25 C/E 1/4 ", 3 @ 0.05, 3 @ 0.10, 2 @ 0.15 Y RESTO @ 0.25 C/E 0.60 1.20 \U+2205 1.20 X 1.20 \U+2205 \U+2205 ACERO 4 \U+2205 1/2 " - 2\U+2205 3/8 " 6 \U+2205 1/2 " CUADRO DE COLUMNAS ESTRIBOS 5 5 5 5 ACERO 1/2 " @ O.20 5 5 5 5 5 e C-1 CUADRO DE ZAPATAS h H 0.60 1.20 \U+2205 a x b 0.90 X 0.90 C C Z-1 B A 5 5 C-2 Z-2 Z-2 C-2 e e 5 A e A C-1 Z-1 B Fy = 4200 kg/cm2 ACERO VIVIENDA = 200 kg/m2 MORTERO 1:5 C:H SOBRECARGAS RECUBRIMIENTOS ALBAÑILERIA ESCALERA = 200 kg/m2 VIGAS CHATAS VIGAS PERALTADAS COLUMNAS ZAPATA VACIADO SOBRE TIERRA ZAPATA VACIADO SOBRE SOLADO Capacidad Portante del Terreno = 2.0 kg / cm2 ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO SOBRECIMIENTO CIMIENTO CORRIDO SOLADO DE ZAPATA DE CORTE (PLACAS), VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, CICLOPEO CONCRETO CONCRETO ZAPATA COLUMNETAS Y VIGAS DE TABIQUERIA CISTERNA, TANQUE ELEVADO Y ESCALERA 2.0 cm 2.0 cm 4.0 cm 4.0 cm 5.0 cm 7.5 cm f'c = 210 kg/cm2 f'c = 125 kg/cm2 5 5 5 5 5 1.95 5 5 0.90 5 5 C - 1 C - 2 D D SECCION 1 - 1 SECCION C - C SECCION B - B SECCION A - A C-1 h 5 5 ESC 1/20 ZAPATA CENTRAL 5 C - 1 C-2 b a Ø 1/2 @ 0.20 a x b ESC 1/20 ZAPATA PERIMETRAL Ø 1/2 @ 0.20 5 5 h a x b H 2 d 3/8" 2 d 1/2" 2 d 1/2" ESC 1/20 ESC 1/20 5 C - 2 SECCION COLUMNAS ESC 1/20 b H 6 d 1/2" 5 ESC 1/20 ESC 1/20 5 5 0.25 5 5 5 N.F.P. N.F.P. 5 5 5 5 5 5 5 5 5 <> 5 N.F.P. 5 5 N.F.P. 5 5 5 5 5 N.F.P. 0.25 ESC 1/20 SECCION D - D 5 5 5 a CIMIENTO ESCALERA PATIO DE JUEGOS P - 12 0.90 2.80 5 5 e e e e 1.95 2.25 11.00 5 5 5 5 5 5 5 5 A 5 CIMIENTO ESCALERA 0.90 Z-2 Z-1 5 5 5 B C-2 C-1 2 1 .90 5 4.45 B 5 C C 5 5 Z-2 5 5 5 Z-1 C-1 B C-2 4 B 5 3 4.30 5 D D A A 5 A 5 5 5 B B EDIFICACION EXISTENTE CIMENTACION DETALLE DE CIMIENTO CORRIDO 0.95 2.20 B B B B 2.20 0.95 E E E E E E E E 5 5 1.20 5 5 1.20 SECCION E - E N.F.P. 5 5 5 5 5 5 ESC 1/20 0.60 BLOCK DE VIDRIO TRANSP. EDIFICACION EXISTENTE \A1;2.45 \A1;0.20 \A1;2.30 \A1;0.20 \A1;2.20 \A1;0.20 \A1;1.20 \A1;8.75 \A1;2.45 \A1;0.20 \A1;2.30 \A1;0.20 \A1;2.20 \A1;0.20 \A1;1.23 \A1;1.02 \A1;0.12 \A1;0.20 \A1;1.00 \A1;1.30 \A1;0.20 \A1;1.00 \A1;1.40 \A1;1.00 \A1;2.45 \A1;8.70 \A1;2.45 \A1;0.20 \A1;0.50 \A1;0.50 \A1;1.30 \A1;0.20 \A1;1.00 \A1;1.20 \A1;0.20 \A1;1.00 \A1;1.36 \A1;9.90 \A1;1.79 \A1;0.50 \A1;0.50 \A1;1.79 \A1;2.45 \A1;0.20 \A1;0.20 \A1;2.45 \A1;0.20 \A1;1.80 \A1;0.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.40 \A1;1.80 \A1;0.20 \A1;1.00 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.60 N.P.T. + 2.80 + 5.30 N.P.T. + 2.80 N.P.T. AULA N° 1 SALA AZOTEA PASADIZO COMEDOR + 7.70 N.P.T. 2.45 5 5 5 5 5 5 8.75 2.45 5 5 5 5 5 5 5 5 CORTE A - A ESC. 1 / 50 DORMITORIO COCINA + 0.00 N.P.T. PASADIZO COMEDOR AULA N° 1 RECIBO + 5.30 N.P.T. N.P.T. + 7.70 CORTE B - B' ESC. 1 / 50 + 2.80 N.P.T. 5 5 5 5 5 5 5 2.45 5 AZOTEA 2.45 5 5 5 5 5 5 5 5 5 5 9.90 ELEVACION PRINCIPAL ESC. 1 / 50 JARDIN DE NIÑOS BARCIA BONIFATI SALA PASADIZO AMPLIACION AMPLIACION AMPLIACION AMPLIACION 5 5 5 5 FACHADA (BLOQUES DE VIDRIO) DETALLE CORTE POR 2.45 5 DE 0.19 x 0.19 x 0.08 BLOQUES DE VIDRIO FACHADA PARTE CENTRAL DETALLE CORTE POR VIGUETAS EN DOBLE SENTIDO PUERTA DE VIDRIO 5 2.45 5 5 5 5 5 VIDRIO VIDRIO 5 5 5 5 5 5 5 5 5 5 0.60 \A1;1.45 \A1;1.10 \A1;0.60 \A1;1.10 \A1;0.55 \A1;0.55 \A1;0.25 \A1;0.80 \A1;3.75 \A1;0.25 \A1;0.25 \A1;3.70 \A1;3.45 \A1;4.00 \A1;3.25 \A1;0.25 \A1;2.85 \A1;2.40 \A1;2.15 \A1;0.25 \A1;2.55 \A1;0.40 \A1;0.25 \A1;2.25 \A1;11.00 \A1;4.325 \A1;0.25 \A1;0.25 \A1;4.00 \A1;0.25 \A1;4.175 \A1;0.25 \A1;2.00 \A1;3.925 \A1;3.00 \A1;0.25 \A1;0.80 \A1;3.70 \A1;4.00 \A1;3.25 \A1;0.25 \A1;2.40 \A1;2.15 \A1;0.25 \A1;2.25 \A1;0.25 \A1;4.325 \A1;4.175 \A1;4.00 \A1;0.25 \A1;6.15 \A1;0.25 \A1;0.25 \A1;3.45 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.00 \A1;0.60 \A1;1.10 \A1;1.45 \A1;0.55 \A1;0.55 \A1;1.10 \A1;0.70 \A1;0.60 \A1;0.70 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.60 \A1;2.55 \A1;0.40 \A1;0.25 \A1;2.40 \A1;0.25 \A1;0.25 \A1;2.15 \A1;4.325 \A1;11.00 \A1;4.00 \A1;4.175 \A1;3.925 \A1;2.25 \A1;0.25 \A1;2.00 \A1;0.25 \A1;2.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.85 \A1;2.40 \A1;2.30 \A1;2.60 \A1;0.40 \A1;3.925 \A1;4.175 \A1;11.00 \A1;2.55 \A1;4.00 \A1;4.325 \A1;0.25 \A1;0.40 \A1;2.00 \A1;0.25 \A1;2.25 \A1;2.15 \A1;0.25 \A1;2.40 \A1;0.25 \A1;2.85 \A1;0.25 \A1;0.25 \A1;2.40 \A1;0.25 \A1;2.15 \A1;0.25 \A1;2.30 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.25 \A1;0.40 \A1;2.30 \A1;0.25 \A1;0.25 3.925 4.175 11.00 PRIMERA PLANTA A C B 5 Fe' TMEP. Ø 1/4" @ 0.25 Fe' Ø 1/2" VP 101.25 x .30 VP 101 .25 x .30 S/C 200 Kg/m2 VA 101 .25 x .20 Fe' Ø 1/2" 5 4.325 1 5 5 VCh 101 .20 x .20 VP 100 .20 x .30 1 Fe' Ø 1/2" 5 5 3 2 5 VCh 100 .20 x .20 VP 100 .20 x .30 1 VP 100 .20 x .30 5 5 5 5 LOSA EXISTENTE Fe' TMEP. Ø 1/4" @ 0.25 CAJA DE ESCALERA 2 Fe' Ø 1/2" LOSA EXISTENTE LOSA EXISTENTE 5 VA 101 .25 x .20 SEGUNDA PLANTA A 5 5 4 C 5 5 5 B 5 ALIG . e=0.20 5 5 5 5 5 5 5 4.325 11.00 VCh 302 .25 x .20 5 5 CAJA DE ESCALERA TERCERA PLANTA 5 5 1 DOBLE VIGUETA VCh 300 .20 x .20 2 Fe' Ø 1/2" 5 Fe' Ø 1/2" Fe' Ø 1/2" 5 VP 302 .25 x .20 Fe' Ø 1/2" Fe' Ø 1/2" Fe' Ø 1/2" B 5 A 5 5 Fe' Ø 1/2" 1 ALIG . e=0.20 VA 304 .25 x .20 VP 300 .20 x .30 Fe' TMEP. Ø 1/4" @ 0.25 Fe' Ø 1/2" VA 304 .25 x .20 5 5 Fe' TMEP. Ø 1/4" @ 0.25 ALIG . e=0.20 VCh 304 .20 x .20 VP 303 .25 x .20 DOBLE VIGUETA 5 C 5 Fe' Ø 1/2" 5 6 VCh 304 .20 x .20 VP 304 .25 x .20 VA 304 .25 x .20 5 Fe' Ø 1/2" 5 7 5 D Fe' Ø 1/2" Fe' Ø 1/2" VA 303 .25 x .20 VA 302 .25 x .20 VA 301 .25 x .20 5 5 VCh 300 .20 x .20 3.925 4.175 5 VP 300 .20 x .30 VP 302 .25 x .20 5 5 5 3 5 2 VCh 301 .25 x .20 5 Fe' Ø 1/2" Fe' Ø 1/2" 5 VP 302 .25 x .20 4 Fe' TMEP. Ø 1/4" @ 0.25 VA 303 .25 x .20 VA 302 .25 x .20 ALIG . e=0.20 VP 300 .20 x .30 4 5 Fe' Ø 1/2" Fe' Ø 1/2" Fe' Ø 1/2" 5 5 B A 5 5 VA 301 .25 x .20 VP 304 .25 x .20 VP 303 .25 x .20 VP 303 .25 x .20 5 Fe' Ø 1/2" 5 ALIG . e=0.20 3 VA 302 .25 x .20 VA 303 .25 x .20 VCh 303 .20 x .20 Fe' Ø 1/2" Fe' Ø 1/2" Fe' Ø 1/2" Fe' Ø 1/2" 5 5 5 5 S/C 200 Kg/m2 VCh 303 .20 x .20 VP 304 .25 x .20 VA 303 .25 x .20 VA 302 .25 x .20 5 5 5 Fe' Ø 1/2" Fe' Ø 1/2" Fe' Ø 1/2" 5 Fe' TMEP. Ø 1/4" @ 0.25 5 5 PATIO DE SERVICIO C 5 PATIO DE SERVICIO D 5 5 4.325 E 5 5 VP 305 .25 x .20 LOSA EXISTENTE 5 F 5 5 5 5 1 VP 305 .25 x .20 5 4.175 5 VP 305 .25 x .20 5 3 2 5 5 5 F E 5 5 5 4 5 5 VCh 102 .25 x .20 Fe' Ø 1/2" ALIG . e=0.20 DOBLE VIGUETA 0.40 VIGA EXISTENTE VB 1 - 4 (.20 X .25) VIGA EXISTENTE VB 1 - 4 (.20 X .25) ALIG . e=0.20 Fe' Ø 1/2" S/C 200 Kg/m2 ALIG . e=0.20 5 5 VA 201 .25 x .20 5 1 4.325 5 11.00 ALIG . e=0.20 5 2 Fe' Ø 1/2" Fe' Ø 1/2" DOBLE VIGUETA 5 5 A 5 5 5 B C VCh 202 .25 x .20 VP 201.25 x .30 VP 201 .25 x .30 VA 201 .25 x .20 Fe' Ø 1/2" ALIG . e=0.20 ALIG . e=0.20 5 VP 200 .20 x .30 5 5 VCh 201 .20 x .20 S/C 200 Kg/m2 Fe' Ø 1/2" VP 200 .20 x .30 1 Fe' TMEP. Ø 1/4" @ 0.25 2 5 5 VCh 200 .20 x .20 S/C 200 Kg/m2 1 Fe' Ø 1/2" Fe' Ø 1/2" 0.40 4 5 5 VP 200 .20 x .30 3 Fe' TMEP. Ø 1/4" @ 0.25 4.175 3.925 LOSA EXISTENTE VIGA EXISTENTE VB 1 - 4 (.20 X .25) LOSA EXISTENTE CAJA DE ESCALERA VIGA EXISTENTE VB 1 - 4 (.20 X .25) 5 5 5 LOSA EXISTENTE A B C 5 5 5 5 AZOTEA 5 5 \A1;AMPLIACION TECHO ALIGERADO \A1;AMPLIACION TECHO ALIGERADO \A1;0.25 \A1;3.55 \A1;0.25 \A1;3.55 \A1;0.25 \A1;3.70 \A1;0.25 \A1;3.00 \A1;0.25 \A1;2.45 \A1;0.15 \A1;1.15 \A1;0.25 \A1;3.45 \A1;0.25 \A1;2.15 \A1;0.25 \A1;0.25 \A1;5.10 \A1;0.25 \A1;5.15 \A1;0.25 \A1;0.25 \A1;11.00 \A1;0.25 \A1;0.25 \A1;11.00 \A1;28.00 \A1;3.80 \A1;3.80 \A1;3.95 \A1;3.25 \A1;4.00 \A1;3.70 \A1;4.175 \A1;2.25 \A1;4.325 \A1;2.40 \A1;5.35 \A1;5.40 \A1;0.25 \A1;0.25 \A1;2.15 \A1;0.25 \A1;2.35 \A1;0.25 \A1;1.15 \A1;0.15 \A1;2.45 \A1;0.25 \A1;3.00 \A1;0.25 \A1;2.00 \A1;0.25 \A1;3.10 \A1;0.25 \A1;2.95 \A1;0.25 \A1;2.80 \A1;0.25 \A1;2.40 \A1;3.70 \A1;4.00 \A1;3.25 \A1;2.25 \A1;3.35 \A1;3.20 \A1;3.05 \A1;0.40 \A1;0.25 \A1;0.25 \A1;2.15 \A1;0.25 \A1;3.45 \A1;0.25 \A1;3.75 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.55 \A1;0.25 \A1;17.65 \A1;2.40 \A1;3.70 \A1;4.00 \A1;3.25 \A1;2.50 \A1;1.30 \A1;0.15 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.15 \A1;1.10 \A1;0.15 \A1;1.60 \A1;2.55 \A1;0.40 \A1;0.25 \A1;0.25 \A1;2.15 \A1;2.40 \A1;3.70 \A1;4.00 \A1;3.25 \A1;0.50 \A1;2.70 \A1;0.35 \A1;0.15 \A1;0.95 \A1;2.10 \A1;0.35 \A1;0.15 \A1;1.00 \A1;1.65 \A1;1.00 \A1;0.60 \A1;11.60 \A1;4.325 \A1;2.25 \A1;4.175 \A1;4.325 \A1;1.10 \A1;1.20 \A1;3.40 \A1;4.175 \A1;0.25 \A1;11.00 \A1;2.25 \A1;4.175 \A1;4.325 \A1;11.00 \A1;1.65 \A1;0.40 \A1;0.25 \A1;4.00 \A1;7.70 \A1;2.40 \A1;2.15 \A1;3.70 \A1;0.25 \A1;3.25 \A1;3.00 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.41 \A1;4.00 \A1;3.75 \A1;0.25 \A1;2.40 \A1;2.15 \A1;3.70 \A1;0.25 \A1;0.25 \A1;3.45 \A1;7.30 \A1;4.175 \A1;1.00 \A1;2.25 \A1;0.85 \A1;0.15 \A1;3.25 \A1;0.25 \A1;2.00 \A1;0.25 \A1;0.25 \A1;0.55 \A1;11.00 \A1;3.40 \A1;4.325 \A1;1.20 \A1;4.175 \A1;4.175 \A1;2.25 \A1;0.41 \A1;0.15 \A1;0.37 \A1;0.15 \A1;0.37 \A1;0.15 \A1;0.40 \A1;0.25 \A1;1.66 \A1;0.40 \A1;0.40 \A1;0.60 \A1;2.80 \A1;0.30 \A1;2.30 \A1;2.55 \A1;2.85 \A1;2.60 \A1;2.55 \A1;0.64 \A1;28.00 \A1;17.35 \A1;2.30 \A1;17.35 \A1;2.60 \A1;17.65 \A1;2.60 \A1;2.85 \A1;2.85 \A1;2.55 \A1;2.00 \A1;0.45 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.35 \A1;0.30 \A1;1.95 \A1;0.30 \A1;0.95 \A1;3.10 \A1;1.20 \A1;2.20 \A1;0.50 PRIMERA PLANTA V-13 5 5 5 17.65 5 S.H. 5 5 5 5 5 0.90 2.30 0.70 2.80 11.00 3.40 16 4.325 S.H. ESTUDIO 4.175 11.00 4.325 1 A 5 2.20 V-01 0.60 1.60 5 B 2 3 5 P - 01 2.40 1.95 5 SALA DE SALA DE DIRECCION 5 5 PROFESORES 0.90 P - 08 2.80 C B 5 5 5 5 06 05 04 03 02 A 01 0.60 2.35 1.80 V-10 5 COMPUTO D 5 5 5 0.90 2.60 P - 02 P - 02 2.60 0.90 AULA N° 1 2.00 2.60 P - 03 + 0.00 N.P.T. P - 02 2.60 0.90 P - 02 2.60 0.7 P - 02 2.60 0.90 V-05 0.80 1.15 1.60 1.60 V-04 1.45 0.80 PAZADISO V-03 0.80 2.55 1.60 1.60 1.15 0.80 V-05 5 5 SEGUNDA PLANTA 4 0.40 1.60 0.60 V-02 2.20 A 5 5 1 5 V-07 1.90 3.80 0.40 1.20 A 5 5 5 5 AULA N°2 A C B 5 5 5 5 D 5 5 5 5 5 2.25 0.80 1.50 V-10 0.42 0.00 2.30 V-08 V-08 2.30 0.00 0.42 0.42 0.00 2.30 V-08 2.30 0.42 0.00 V-08 10 22 15 11 12 13 14 19 20 21 A C B 5 5 5 P - 07 1.80 1.00 0.50 1.50 V-11 3.10 0.80 P - 04 D 5 5 5 DORMITORIO 4.175 4.175 B 2 3 5 V-09 4.55 0.40 1.90 5 4 5 A 5 0.40 SALA COMEDOR 2.00 0.80 1.50 V-12 0.90 P - 07 2.30 1.20 2.30 P - 02 P - 02 0.90 2.30 17 18 BAR RECIBO 2.30 0.70 P - 04 P - 07 0.90 2.30 N.P.T. + 5.30 PASADIZO COCINA 5 5 A B C 5 5 5 5 V-20 1.50 0.80 1.30 0.90 2.30 P - 02 D 5 SERVICIO PATIO DE 0.40 V-09 4.325 3.40 11.00 S.H 33 5 11.00 4.325 4.325 11.60 5 DORMITORIO TERCERA PLANTA CUARTO DE PLANCHADO 5 5 5.40 5.35 11.00 5.10 5 5 AULA N°4 5 5 E 5 F 5 5 5 5 V-06 4.00 1.60 0.80 0.90 P - 02 2.60 2.60 P - 02 0.90 AULA N°3 + 0.00 N.P.T. 2.60 P - 04 1.40 5.15 5 5 H G 5 P - 06 3.10 2.80 I 5 5 5 5 5 PATIO DE JUEGOS 5 5 5 5 5 E 5 F 5 V-06 0.80 3.90 1.60 5 5 V-14 0.30 1.80 0.50 E 5 5 5 5 5 S.H. V-16 1.65 0.80 1.50 1.50 0.80 V-15 3.15 1 F 5 5 5 5 H G 5 5 5 5 I 5 5 1 1.20 ESTUDIO 5 5 A 0.80 3.10 1.50 V-11 1.50 V-10 2.25 0.80 2.30 V-08 0.42 0.00 V-08 2.30 0.00 0.42 0.42 0.00 2.30 V-08 V-08 2.30 0.00 0.42 5 B 35 34 24 29 28 27 26 25 5 5 C 1 B 2' 5 5 4 5 2.20 P - 08 0.90 D V-18 0.80 1.50 2.70 DEPOSITO 5 E 1.50 0.80 1.65 V-16 5 DEPOSITO 5 F 5 1 PATIO DE SERVICIO 5 5 B 4 3 2 4.175 5 DORMITORIO DORMITORIO 0.80 1.10 1.50 V-19 P - 07 2.30 0.90 0.90 2.30 P - 07 P - 07 2.30 0.90 1.50 0.80 2.10 V-17 B 3 2 5 1.00 0.15 5 5 5 5 5 5 5 04 05 06 07 01 03 02 E 5 V-18 2.70 0.80 1.50 4 F 5 5 5 5 4.175 4.175 4.55 1.90 V-09 0.40 1.90 3.80 5 5 5 5 5 5 5 5 2.20 P - 08 0.90 2.20 P - 08 0.90 2.00 P - 08 2.20 0.90 P - 08 2.20 P - 08 0.90 2.20 2.00 0.80 1.50 V-12 N.P.T. + 7.70 31 30 32 5 5 A 5 2.20 P - 08 0.90 COMEDOR 5 B 5 5 5 C 5 5 5 5 TERRAZA - AZOTEA 2.70 1.50 2.20 P - 08 DORMITORIO 2.20 P - 08 0.70 2.20 P - 08 0.90 2.20 P - 08 0.90 0.90 0.70 P - 08 2.20 0.80 V-18 0.80 2.70 1.50 V-18 COCINA DORMITORIO 5 5 01 03 04 05 06 07 02 5 D 11 12 02 04 03 05 07 06 08 09 10 01 5 E S.H. 4.175 7.30 B 5 1.00 3 2 5 5 5 F 4 5 5 5 5 5 5 28.00 17.35 5 17.35 5 17.65 5 5 5 5 5 07 08 09 10 09 08 07 06 5 5 5 0.30 0.15 5 0.45 5 5 5 AMPLIACION AMPLIACION AMPLIACION 0.95 3.10 1.20 2.20 5 EDIFICACION EXISTENTE EDIFICACION EXISTENTE EDIFICACION EXISTENTE AMPLIACION

Language	Spanish
Drawing Type	Section
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	assorted, autocad, children, DWG, elevations, garden, house, plants, section, sections