Housing ; Structure Planes – Partition Section Fixture DWG Section for AutoCAD

Housing ; Structure Planes – Partition Section Fixture DWG Section for AutoCAD

Constructive detail of wooden pannels – Structure ceiling and beamed – Wooden mezzanine

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

plant foundations scale, cut scale, plant scale structures, scale, course: building iii, university of architecture school, flat subject: plant details, student: jose aguirre c., teacher: roberto stanke, syudante: daniel venables, scale:, date:, n.t.n., n.p.t., displacers, emplantillado poor concrete cm., rammed, gravel, mesh acma, radier, foundation, wall masonry, n.p.t., overcoming, displacers, emplantillado poor concrete cm., rammed, gravel, foundation, overcoming, mesh acma, radier, wall masonry, n.t.n., the moisture wea, n.t.n., n.p.t., displacers, emplantillado poor concrete cm., rammed, gravel, mesh acma, radier, foundation, wall masonry, n.p.t., overcoming, displacers, emplantillado poor concrete cm., rammed, gravel, foundation, overcoming, mesh acma, radier, wall masonry, n.t.n., the moisture wea, plant foundations scale, cut scale, floor plan, course: building iii, university of architecture school, flat theme: floor partitions elevations details, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, scaling, sheet, course: building iii, university of architecture school, flat theme: elevations partitions details, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, scaling, sheet, scaling, scale detail, floor plan scale, course: building iii, university of architecture school, flat theme: floor plan roof structure elevations cuts, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, scale deck structure, sheet, lifting, scaling, course: building iii, university of architecture school, flat subject: plant details, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, course: building iii, university of architecture school, flat theme: floor plan, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, plant scale structures, scale, course: building iii, university of architecture school, flat subject: plant structures detail pillars, student: jose aguirre c., teacher: roberto stanke, helper: daniel venables, scale:, date:, table cm. asbestos cement mm., asphalt felt, n.t.n., n.p.t., displacers, emplantillado poor concrete cm., rammed, gravel, mesh acma, radier, foundation, wall masonry, n.p.t., overcoming, displacers, emplantillado poor concrete cm., rammed, gravel, foundation, overcoming, mesh acma, radier, wall masonry, n.t.n., the moisture wea, right, bottom pin, Exterior, inside, right, bottom pin, Exterior, inside, right, inside, bottom pin, Exterior, right, inside, bottom pin, Exterior, Pine tree, upper pine, Pine tree, Pine tree, right, diagonal, diagonal, n.p.t., n.t.n., cm. stucco, asphalt felt, mortars, alfeizar h.a., asphalt tile, structural board osb felt insulation, insulating, pine tree, costanera swallow chain type pin cm., celosia eaves pine, double top top

Raw text data extracted from CAD file:

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PROFESOR: ROBERTO STANKE SYUDANTE: DANIEL VENABLES ESCALA: 1/50 1/10 FECHA: 07-10-2008 N \A1;5 \A1;60 \A1;20 \A1;10 \A1;20 \A1;10 \A1;40 \A1;85 \A1;10 \A1;7 \A1;3 \A1;20 \A1;40 \A1;105 \A1;5 \A1;60 \A1;40 \A1;10 \A1;20 \A1;10 \A1;10 \A1;7 \A1;3 \A1;20 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 884.1586781537153 N.T.N. 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N.P.T. - 0,20 \A1;BOLONES DESPLAZADORES 20% EMPLANTILLADO HORMIGON POBRE 5 A 7 cm. \A1;RIPO APISONADO GRAVILLA MALLA ACMA RADIER CIMIENTO MURO ALBAÑILERIA N.P.T. ± 0,00 SOBRECIMIENTO \A1;BOLONES DESPLAZADORES 20% EMPLANTILLADO HORMIGON POBRE 5 A 7 cm. \A1;RIPO APISONADO GRAVILLA CIMIENTO SOBRECIMIENTO MALLA ACMA RADIER MURO ALBAÑILERIA N.T.N. LA WEA DE HUMEDAD LA WEA DE HUMEDAD PLANTA FUNDACIONES Escala 1:50 CORTE 1-1 Escala 1:10 CORTE 2-2 Escala 1:10 \A1;15 \A1;20 \A1;20 \A1;170 \A1;310 \A1;650 \A1;20 \A1;20 \A1;180 \A1;200 \A1;460 \A1;860 \A1;20 \A1;160 \A1;20 \A1;180 \A1;20 \A1;20 \A1;490 \A1;460 \A1;970 \A1;110 \A1;110 \A1;20 \A1;220 \A1;20 \A1;440 \A1;20 \A1;450 \A1;170 \A1;170 \A1;470 \A1;20 \A1;430 \A1;20 \A1;65 \A1;20 \A1;10 \A1;20 \A1;100 \A1;20 \A1;110 \A1;120 \A1;20 \A1;40 \A1;70 \A1;10 \A1;50 \A1;10 \A1;70 \A1;70 \A1;70 \A1;10 \A1;50 \A1;50 \A1;20 \A1;280 \A1;20 \A1;70 \A1;90 \A1;20 \A1;70 \A1;20 \A1;10 \A1;70 \A1;140 \A1;640 \A1;10 \A1;970 PLANTA TABIQUES Escala 1:50 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: PLANTA TABIQUES - ELEVACIONES - DETALLES ALUMNO: JOSÉ AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/50 1/25 1/10 FECHA: 21-10-2008 N ELEVACION TABIQUE 1 Escala 1:25 ELEVACION TABIQUE 3 Escala 1:25 ELEVACION TABIQUE 2 Escala 1:25 ELEVACION TABIQUE 4 Escala 1:25 LAMINA N°: 1 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: ELEVACIONES TABIQUES - DETALLES ALUMNO: JOSÉ AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/25 1/10 FECHA: 21-10-2008 N ELEVACION TABIQUE 5 Escala 1:25 LAMINA N°: 2 ELEVACION TABIQUE 6 Escala 1:25 ELEVACION TABIQUE 7 Escala 1:25 ELEVACION TABIQUE 8 Escala 1:25 ELEVACION TABIQUE 9 Escala 1:25 ELEVACION TABIQUE 10 Escala 1:25 ELEVACION TABIQUE 11 Escala 1:25 ELEVACION TABIQUE 12 Escala 1:25 DETALLE 1 Escala 1:10 DETALLE 2 Escala 1:10 DETALLE 3 Escala 1:10 DETALLE 4 Escala 1:10 \A1;70 \A1;20 \A1;15 \A1;15 \A1;2.5 \A1;15 PLANTA TECHUMBRE Escala 1:50 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: PLANTA TECHUMBRE - ESTRUCTURA DE CUBIERTA - ELEVACIONES - CORTES ALUMNO: JOSÉ AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/50 1/25 FECHA: 04-11-2008 N ESTRUCTURA DE CUBIERTA Escala 1:50 LAMINA N°: 1 ELEVACION CERCHA - CORTE 1-1 Escala 1:25 ELEVACION TIJERAL - CORTE 2-2 Escala 1:25 \A1;54 \A1;T8-460 \A1;T10 - 150 \A1;T1 - 858 \A1;T3 - 588 \A1;T2 - 618 \A1;T9 - 240 \A1;T4 - 518 \A1;T7 - 468 \A1;T11 - 139 \A1;T12 - 100 \A1;T2-618 \A1;T4-518 \A1;T5-488 \A1;T8-460 \A1;60 \A1;60 \A1;60 \A1;60 \A1;10 \A1;40 \A1;34 \A1;42 \A1;40 \A1;40 \A1;40 \A1;40 \A1;22 \A1;15 \A1;40 \A1;26 \A1;169 \A1;10 \A1;858 \A1;T12-98 \A1;T6 - 478 \A1;47 \A1;40 \A1;40 \A1;40 \A1;48 \A1;33 \A1;15 \A1;17 \A1;35 \A1;40 \A1;24 \A1;40 \A1;140 \A1;498 \A1;639 \A1;170 \A1;310 \A1;140 \A1;10 \A1;40 \A1;34 \A1;47 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;22 \A1;15 \A1;40 \A1;26 \A1;40 \A1;40 \A1;40 \A1;49 \A1;10 \A1;858 \A1;110 \A1;968 \A1;594 \A1;246 \A1;110 \A1;5 \A1;47.5 \A1;47.5 \A1;T5 - 488 \A1;40 \A1;40 \A1;40 \A1;52.5 \A1;52.5 \A1;44 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;509 \A1;459 \A1;10 \A1;40 \A1;34 \A1;45 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;46 \A1;40 \A1;968 \A1;356 \A1;134 \A1;460 \A1;43 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;10 \A1;468 \A1;170 \A1;638 \A1;170 \A1;450 \A1;42 \A1;38 \A1;14 \A1;T3 - 588 \A1;40 \A1;40 \A1;40 \A1;14 \A1;105 \A1;44 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;36 \A1;40 \A1;618 \A1;85 \A1;40 \A1;26 \A1;15 \A1;39 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;51 \A1;81 \A1;588 \A1;101 \A1;42 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;20 \A1;10 \A1;518 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;41 \A1;15 \A1;28 \A1;40 \A1;40 \A1;40 \A1;79 \A1;60 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;240 \A1;T6 - 478 \A1;27.5 \A1;212.5 \A1;240 \A1;27.5 \A1;157.5 \A1;240 \A1;27.5 \A1;212.5 \A1;240 \A1;27.5 \A1;240 \A1;240 \A1;27.5 \A1;240 \A1;27.5 \A1;157.5 \A1;488 \A1;55 \A1;97.5 \A1;115 \A1;75 \A1;137.5 \A1;240 \A1;240 \A1;27.5 \A1;137.5 \A1;75 \A1;55 \A1;24 \A1;40 \A1;478 \A1;75 \A1;17 \A1;15 \A1;33 \A1;215 \A1;54 \A1;240 \A1;27.5 \A1;97.5 \A1;115 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;240 \A1;60 \A1;T7 - 468 \A1;10 \A1;468 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;43 \A1;10 \A1;240 \A1;27.5 \A1;212.5 \A1;10 \A1;460 \A1;40 \A1;34 \A1;46 \A1;40 \A1;285 \A1;60 \A1;T9 - 240 \A1;35 \A1;240 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;T10 - 150 \A1;60 \A1;60 \A1;10 \A1;150 \A1;40 \A1;40 \A1;45 \A1;10 \A1;T11 - 139 \A1;139 \A1;41 \A1;40 \A1;60 \A1;60 \A1;240 \A1;60 \A1;60 \A1;40 \A1;13 \A1;100 \A1;95 \A1;240 \A1;27.5 \A1;60 \A1;115 \A1;40 \A1;40 \A1;45 \A1;10 \A1;37.5 \A1;1 \A1;10 \A1;5 \A1;1 \A1;5 \A1;5 \A1;5 \A1;10 \A1;1 \A1;10 \A1;5 \A1;1 \A1;5 \A1;5 \A1;5 \A1;10 \A1;5 \A1;10 \A1;5 \A1;17 \A1;5 \A1;15 \A1;22 \A1;1 \A1;10 \A1;1 \A1;12 \A1;1 \A1;10 \A1;1 \A1;12 \A1;285 \A1;40 \A1;11 \A1;468 \A1;T7 - 468 \A1;53 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;10 \A1;5 \A1;5 \A1;17 \A1;5 \A1;15 \A1;22 \A1;1 \A1;10 \A1;1 \A1;12 \A1;1 \A1;10 \A1;1 \A1;12 \A1;1 \A1;1 \A1;25 \A1;1 \A1;1 \A1;100 \A1;860 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: PLANTA ESTRUCTURAS, DETALLES ALUMNO: JOSE AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/50 1/10 FECHA: 07-10-2008 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: PLANTA 1° Y 2° PISO ALUMNO: JOSE AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/50 FECHA: 07-10-2008 N N \A1;70 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;400 \A1;220 \A1;1090 \A1;220 \A1;380 \A1;20 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;70 \A1;600 \A1;490 \A1;1090 \A1;70 \A1;80 \A1;80 \A1;80 \A1;70 \A1;70 \A1;80 \A1;80 \A1;80 \A1;70 \A1;20 \A1;80 \A1;100 \A1;760 \A1;860 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;100 \A1;60 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;10 \A1;48.7 \A1;48.7 \A1;10 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;48.7 \A1;100 \A1;100 \A1;100 \A1;180 \A1;120 \A1;600 \A1;15 \A1;165 \A1;150 \A1;44 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;10 \A1;50 \A1;50 \A1;50 \A1;50 \A1;10 \A1;50 \A1;22° \A1;34° \A1;460 \A1;200 \A1;180 \A1;110 \A1;170 \A1;310 \A1;140 \A1;450 \A1;170 \A1;460 \A1;490 \A1;490 \A1;380 \A1;1090 \A1;860 \A1;220 \A1;380 \A1;600 \A1;490 \A1;1090 \A1;380 \A1;380 \A1;760 \A1;460 \A1;490 \A1;460 \A1;200 \A1;180 \A1;110 \A1;170 \A1;310 \A1;140 \A1;450 \A1;170 \A1;220 \A1;460 \A1;150 \A1;15 \A1;165 \A1;5 \A1;60 \A1;40 \A1;10 \A1;20 \A1;10 \A1;40 \A1;105 \A1;10 \A1;7 \A1;3 \A1;20 \A1;100 \A1;110 \A1;30 \A1;240 \A1;585 \A1;60 \A1;40 \A1;40 \A1;40 \A1;40 PLANTA ESTRUCTURAS Escala 1:50 P1 Escala 1:10 P2 Escala 1:10 P3 Escala 1:10 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: PLANTA ESTRUCTURAS - DETALLE PILARES ALUMNO: JOSÉ AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/50 1/10 FECHA: 07-10-2008 N \A1;2.5 \A1;15 \A1;2.5 TABLA 20 CM. FIBROCEMENTO 6 MM. FIELTRO ASFALTICO \A1;26.5 \A1;140 \A1;240 \A1;70 \A1;30 - 0,20 ± 0,00 - 0,20 ± 0,00 - 0,10 2 2 1 1 1 1 3 3 1 1 2 2 3 3 1 1 1 1 1 1 4 4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 1 1 4 4 1 2 3 5 A C1 B E 4 A C1 B E 1 2 3 5 4 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.T.N. N.P.T. - 0,20 \A1;BOLONES DESPLAZADORES 20% EMPLANTILLADO HORMIGON POBRE 5 A 7 cm. \A1;RIPO APISONADO GRAVILLA MALLA ACMA RADIER CIMIENTO MURO ALBAÑILERIA N.P.T. ± 0,00 SOBRECIMIENTO \A1;BOLONES DESPLAZADORES 20% EMPLANTILLADO HORMIGON POBRE 5 A 7 cm. \A1;RIPO APISONADO GRAVILLA CIMIENTO SOBRECIMIENTO MALLA ACMA RADIER MURO ALBAÑILERIA N.T.N. LA WEA DE HUMEDAD LA WEA DE HUMEDAD P2 P2 A B F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 6 A B F 5 1 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P2 P2 P2 P2 P2 P2 V1 V3 V2 P2 P2 P2 P2 P2 P1 P2 P2 P1 P3 P3 P3 P3 P3 P3 V3 V3 V3 V4 V4 V5 V5 V6 V6 V7 V7 V8 V8 V8 V8 @ 60 @ 60 @ 60 @ 60 @ 60 @ 60 P2 P2 P2 P2 P2 5 5 5 5 5 5 5 5 5 5 D V3 5 5 5 5 5 5 D A B F 1 2 4 6 A B F 1 6 5 D T1 - <> 5 T3 - <> T2 - <> T9 - <> T4 - <> T7 - <> T8-<> T10 - <> T11 - <> T12 - <> T2-<> T4-<> T5-<> T8-<> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T12-<> T6 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 5 5 5 5 5 T5 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T3 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T6 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T7 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T9 - <> 5 5 5 5 5 5 5 T10 - <> 5 5 5 5 5 5 5 5 T11 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D1 \A1;PIE DERECHO PINO 2" x 4" \A1;1 \A1;F \A1;SOLERA INFERIOR PINO 2" x 4" \A1;REVESTIMIENTO EXTERIOR 5 5 5 5 5 5 5 5 \A1;REVESTIMIENTO INTERIOR D2 \A1;PIE DERECHO PINO 2" x 4" \A1;1 \A1;F \A1;SOLERA INFERIOR PINO 2" x 4" \A1;REVESTIMIENTO EXTERIOR 5 5 5 5 5 5 5 5 \A1;REVESTIMIENTO INTERIOR \A1;4 5 5 5 5 5 5 5 \A1;A 5 5 5 5 5 5 5 5 \A1;PIE DERECHO PINO 2" x 4" \A1;REVESTIMIENTO INTERIOR \A1;SOLERA INFERIOR PINO 2" x 4" \A1;REVESTIMIENTO EXTERIOR 5 T7 - <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;D4 \A1;D3 \A1;4 5 5 5 5 5 5 \A1;A 5 5 5 5 5 5 5 5 \A1;PIE DERECHO PINO 2" x 4" \A1;REVESTIMIENTO INTERIOR \A1;SOLERA INFERIOR PINO 2" x 4" \A1;REVESTIMIENTO EXTERIOR \A1;DIAGONAL PINO 2" x 4" \A1;SOLERA SUPERIOR PINO 2" x 4" 5 5 \A1;DINTEL PINO 2" x 4" 5 5 5 \A1;DIAGONAL PINO 2" x 4" \A1;CADENTA PINO 2" x 4" \A1;PIE DERECHO PINO 2" x 4" 5 5 A B F 1 2 3 6 A B F 5 1 6 5 D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A F 6 5 5 5 5 5 5 5 5 5 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;PENDIENTE 68% \A1;PENDIENTE 39% \A1;PENDIENTE 40% \A1;PENDIENTE 40% \A1;PENDIENTE 68% \A1;PENDIENTE 39% \A1;PENDIENTE 39% \A1;PENDIENTE 40% \A1;PENDIENTE 40% \A1;PENDIENTE 40% 5 5 5 5 5 5 5 5 5 5 5 1 1 2 2 5 5 5 5 5 5 5 5 5 5 5 5 1 6 5 5 5 1 2 3 6 5 5 5 5 5 A B F D 5 5 5 A B F 5 5 5 5 5 15 165 \A1;PENDOLON 2" x 6" \A1;PENDULA 2" x 4" \A1;RIOSTRA DIAGONAL 2" x 4" \A1;PENDULA 2" x 4" \A1;TIRANTE 2" x 6" \A1;RIOSTRA DIAGONAL 2" x 4" \A1;COSTANERA 2" x 4" \A1;PAR 2" x 6" \A1;PAR 2" x 6" \A1;COSTANERA 2" x 2" \A1;TAPACAN (2) 1" x 4" \A1;TAPACAN (2) 1" x 4" \A1;QUILLA 2" x 8" \A1;PAR 2" x 6" \A1;PAR 2" x 6" \A1;TAPACAN (2) 1" x 4" \A1;TAPACAN (2) 1" x 4" \A1;COSTANERA 2" x 2" \A1;COSTANERA 2" x 2" \A1;TABIQUE \A1;TABIQUE \A1;REFUERZO 2" x 4" 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. ± 0,00 N.T.N. 100 110 5 240 585 2,5 CM. ESTUCO FIELTRO ASFALTICO CORTAGOTERA ALFEIZAR H.A. TEJA ASFALTICA TABLERO ESTRUCTURAL OSB é=15mm + FIELTRO AISLANTE AISLANTE PAR PINO 2" x 6" COSTANERA TRAGADA TIPO CADENETA PINO 2" x 2" @ 40 CM. CELOSIA ALERO PINO 1" x 2" 5 5 5 5 5 DOBLE SOLERASUPERIOR PINO 2" x 8" CANALETA TAPACAN PINO 1" x 8" QUILLA 2" x 8" SOMBRERETE 5 5 5 \A1;BOLONES DESPLAZADORES 20% EMPLANTILLADO HORMIGON POBRE 5 A 7 cm. \A1;RIPO APISONADO GRAVILLA CIMIENTO SOBRECIMIENTO 20 x 40 CM. MALLA ACMA RADIER MURO ALBAÑILERIA LADRILLO FISCAL 31 x 15 x 7 LA WEA DE HUMEDAD 2,5 CM. ESTUCO VENTANA ALUMINIO CADENA H.A. 20 x 30 CM. PAR PINO 2" x 6" FIJACION TECHUMBRE TIRANTE PINO 2" x 6" YESO CARTON 10 MM. CORNIZA O 1/2 CAÑA YESO CARTON 10 MM. ASILANTE (POLIESTIRENO EXPANDIDO DE 50 MM.) DINTEL PINO 2" x 4" ENTRAMADO DE CIELO PINO 2" x 2" TABLAS DE FIBRO CEMENTO DE 6 MM. BARRERA DE HUMEDAD (FIELTRO ASFALTICO) ASILANTE (POLIESTIRENO EXPANDIDO DE 50 MM.) PLACA OSB 10 MM. SOLERA INFERIOR VIGA MAESTRA PINO 2" x 8" CADENTA PINO 2" x 8" 1/4 RODON GUARDAPOLVO PISO CERAMICO O ALFOMBRA 15 MM. PLACA OSB O TERCIADO 15 MM. LOSETA HORMIGON 50 MM. GURDAPOLVO 1/4 DE RODON PISO FLOTANE 10 MM. ESPARRAGO SOLDADO A CADENA ESPARRAGO 2" x 6" 5 140 240 5 5 PLANCHA POLIESTIRENO EXPANDIDO DE 20 MM. ALFEIZAR ALUMINIO CORTE CONSTRUCTIVO Escala 1:10 CURSO: EDIFICACION III UNIVERSIDAD CENTRAL- ESCUELA DE ARQUITECTURA TEMA PLANO: ESCANTILLON - CORTE CONSTRUCTIVO ALUMNO: JOSÉ AGUIRRE C. PROFESOR: ROBERTO STANKE AYUDANTE: DANIEL VENABLES ESCALA: 1/10 FECHA: 11-11-2008 N LAMINA N°: 1

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	adobe, autocad, bausystem, ceiling, construction system, constructive, covintec, DETAIL, DWG, earth lightened, erde beleuchtet, fixture, Housing, losacero, mezzanine, pannels, partition, PLANES, plywood, section, sperrholz, stahlrahmen, steel framing, structure, système de construction, terre s, wooden