Bi- Family Housing DWG Section for AutoCAD

By-family housing with constructive details in masonry – Sections – Plants – Elevations – Foundation details – Roofs – Walls

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

detail of slab lightened with alitec system, d negative, d temperature, n.p.t.:, date:, single-family house, lamina, sr. Alberto Avellaneda Luna, Mrs. ines cross l. de avellaneda, plano :, project :, owner :, address :, urbanization villa garden, san luis, esc :, drawing :, j. tafur – j. ari, revised: n. icaza, second floor, third floor, first floor, bedroom, tendal kitchen, dining room, room, ss hh, typical details, meeting walls, where there is no, horizontal reinforcement, frontal elevation, filling, compacted, npt, concrete, Cyclopean, splice lengths and hooks, beams, walls, hooks, stirrups, plates, foundation plant, duplex and flat module, faith plate on wall, faith plate, faith pipe, wall, dining room, stair details, anchoring reinforcement of wall in slab, wall, slab, tralicho, types of tralicho, additional reinforcement, details foundations, isometric views, national university of engineering, faculty of architecture, urbanism and arts, professor :, arq. rengifo zevallos, luis alberto, two-family dwelling, distribution plant, front view and construction details, jacqueline ari c., design :, lamina :, date :, esc .:

Raw text data extracted from CAD file:

\A1;1.30 \A1;0.56 \A1;3.84 \A1;0.15 \A1;0.15 \A1;2.39 \A1;0.15 \A1;1.40 \A1;0.56 \A1;0.15 \A1;1.10 \A1;1.90 \A1;0.15 \A1;0.15 \A1;1.08 \A1;0.15 \A1;3.18 \A1;0.15 \A1;0.15 \A1;3.72 \A1;0.15 \A1;3.98 \A1;0.15 \A1;0.15 \A1;1.18 \A1;0.42 \A1;1.75 \A1;0.15 \A1;6.68 \A1;4.13 \A1;7.35 \A1;2.81 \A1;5.69 \A1;4.37 \A1;0.15 \A1;2.39 \A1;0.56 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.72 \A1;0.15 \A1;3.98 \A1;0.15 \A1;0.15 \A1;0.67 \A1;4.13 \A1;8.25 \A1;2.81 \A1;5.69 \A1;3.44 \A1;0.56 \A1;3.84 \A1;0.15 \A1;0.15 \A1;1.40 \A1;1.11 \A1;1.90 \A1;0.15 \A1;1.08 \A1;0.15 \A1;3.18 \A1;1.18 \A1;0.42 \A1;0.97 \A1;6.68 \A1;1.30 \A1;0.15 \A1;2.39 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.72 \A1;0.15 \A1;3.98 \A1;0.15 \A1;4.13 \A1;2.81 \A1;5.69 \A1;3.17 \A1;0.15 \A1;0.15 \A1;1.11 \A1;1.90 \A1;0.15 \A1;1.08 \A1;0.15 \A1;3.18 \A1;1.18 \A1;6.02 \A1;1.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.90 \A1;2.23 \A1;0.90 \A1;0.90 \A1;3.00 \A1;2.80 \A1;0.20 \A1;3.00 \A1;2.23 \A1;2.80 \A1;3.00 \A1;0.15 \A1;0.42 \A1;0.97 \A1;8.25 \A1;3.44 \A1;0.90 \A1;0.90 \A1;0.90 \A1;3.00 \A1;0.20 \A1;1.33 DETALLE DE LOSA ALIGERADA CON SISTEMA ALITEC Escala 1 : 125 0.3599999999999994 0.5000000000000568 d Negativo 0.1200000000000045 0.0785697278660811 d1/4”@.25 0.1399999999999793 d Temperatura 0.1399999999999793 0.3600000000000065 0.5000000000000568 0.1399999999999793 0.1985697278660856 \A1;.36 \A1;.50 \A1;.12 \A1;.08 \A1;.14 \A1;.14 \A1;.36 \A1;.50 \A1;.14 \A1;.20 \A1;0.41 \A1;0.41 \A1;8.50 \A1;4.57 \A1;9.41 \A1;20.00 \A1;8.50 \A1;4.18 \A1;0.40 \A1;Sobrecimiento h=.20 \A1;0.60 \A1;0.40 \A1;L \A1;0.12 \A1;0.10 \A1;0.30 \A1;L \A1;L \A1;L \A1;L \A1;L \A1;0.60 N.P.T.: \A1;0.16 \A1;0.17 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;2.600 \A1;.900 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.65 \A1;0.60 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;1.80 \A1;0.60 \A1;0.20 \A1;1.80 \A1;0.60 \A1;0.20 \A1;1.80 \A1;0.60 \A1;0.20 \A1;2.40 Fecha : VIVIENDA UNIFAMILIAR A-1 LAMINA Sr. ALBERTO AVELLANEDA LUNA Sra. INES CRUZ L. DE AVELLANEDA PLANO: PROYECTO: PROPIETARIO: DIRECCIÓN: AV. CANADA 3839 URBANIZACIÓN VILLA JARDÍN SAN LUIS PLANTAS 1°, 2° Y 3° PISO ESC: 1 / 50 DIBUJO: ENERO 2009 J. TAFUR – J. ARI REVISADO: N. ICAZA \A1;1.90 \A1;1.90 SEGUNDA PLANTA TERCERA PLANTA PRIMERA PLANTA dormitorio cocina tendal comedor sala cocina tendal SS HH comedor sala SS HH dormitorio dormitorio dormitorio cocina tendal comedor sala dormitorio dormitorio 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 12 DETALLES TIPICOS DE ENCUENTRO DE MUROS Esc.1:25 Estribo 1/4” c/ hilada Esc.1:25 en donde no exista refuerzo horizontal DETALLE 1 SS HH dormitorio cocina tendal SS HH comedor sala sala PRIMERA PLANTA TERCERA PLANTA SEGUNDA PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 4 5 6 7 8 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 8 5 5 5 5 5 5 5 5 1 1 1 1 1 1 2 2 2 2 2 2 dormitorio P3 1.70 0.00 2.20 V3 1.90 0.60 1.60 P2 0.75 0.00 2.20 P1 0.90 0.00 2.20 V2 1.80 0.60 1.60 P1 0.90 0.00 2.20 V1 1.00 0.60 1.60 V4 1.40 0.60 1.60 P2 0.75 0.00 2.20 V3 1.90 0.60 1.60 P1 0.90 0.00 2.20 V1 1.00 0.60 1.60 V4 1.40 060 1.60 V3 1.90 0.60 1.60 P1 0.90 0.00 2.20 P1 0.90 0.00 2.20 P2 0.75 0.00 2.20 P1 0.90 0.00 2.20 V3 1.90 0.60 1.60 ELEVACION FRONTAL 1-1 0.40 Sobrecimiento h=.20 0.60 0.40 1d3/8” 1\C1;d\fArial|b0|i0|c238|p34;\C4;1/2” L 0.12 Relleno compactado N.P.T. 0.10 0.30 1d3/8” Concreto Ciclopeo 0.60 LONGITUDES DE EMPALME Y GANCHOS 70 3/4″ L L (cms) 40 VIGAS 60 75 60 50 5/8″ (pulg) 3/8″ 1/2″ d (cms) MUROS 40 60 L L L GANCHOS (cms) 35 30 25 (cms) 50 45 35 – – 10 – (cms) ESTRIBOS PLACAS 110 90 1/4″ 40 30 6.5 15 – ( No valido en vanos de puertas o manparas ) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 C B A Escala 1:10 Planta de Cimentacion Escala 1:100 Modulo duplex y flat 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE 1-1 CORTE 2-2 5 5 0.25 5 5 5 5 5 “L” de Fe platina de Fe en muro platina de Fe tubo de Fe muro sala comedor dormitorio 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 8 tubo deFe 2″ tubo deFe pasamano 1 1/4″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLES ESCALERA platina de Fe en muro +0.00 +0.00 +2.60 sala comedor +2.60 dormitorio +5.20 sala comedor +0.00 sala comedor +2.60 dormitorio +5.20 dormitorio +5.20 SEGUNDA PLANTA TERCERA PLANTA PRIMERA PLANTA c c A 1 1 2 2 3 3 A B B c c A 1 2 2 3 3 B c c A 1 2 2 3 3 B 1 1 Vigas @ .5 Vigas @ .5 Vigas @ .5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 8 1 2 3 4 5 6 7 8 A B A B 1 1 1 1 1 1 1 1 Anclaje de refuerzo de muro en losa .40 Muro .20 Losa L DETALLE DE LOSA ALIGERADA CON SISTEMA ALITEC Escala 1 : 125 .36 .50 d Negativo .12 .08 d 1/4”@.25 .14 d Temperatura .14 .36 .50 .14 .20 Tralicho T2 .14 TIPOS DE TRALICHO .04 T1 (Estándar) .14 Escala 1 : 125 Refuerzo adicional ø 8mm .20 .12 .20 .12 2 – 2 2d5/8” Niv.1 y 2 d1/4”@.075 d1/4”@.075 2d1/2” Niv. 3 .12 .20 2d3/8” Niv. 3 d1/4”@.20 .12 1 – 1 .20 d1/4”@.20 2d1/2” Niv.1 y 2 DETALLES CIMENTACION VISTAS ISOMETRICAS UNIVERSIDAD NACIONAL DE INGENIERIA FACULTAD DE ARQUITECTURA, URBANISMO Y ARTES PROFESOR: ARQ. RENGIFO ZEVALLOS, Luis Alberto PROYECTO: VIVIENDA BIFAMILIAR PLANO: PLANTA DE DISTRIBUCION, VISTA FRONTAL Y DETALLES CONSTRUCTIVOS JACQUELINE ARI C. DISEÑO: LAMINA: A-1 FECHA: 03/08/09 1/75 ESC.: 5 5