One Family Housing DWG Plan for AutoCAD

Plans, sections and facades

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

gallant, architecture, dimensioning, date, scale, plan, location sketch, m.i. Alberto Linares Martinez, meters, indicated, structural, fracc. the laurels, cd. victoria, tam., home-room, ing. Jose Ma. martínez brohez, reviews, no., date, calculation, location, owner, project, specifications, e ”, e ” ‘, structuring slab roof, structuring slab mezzanine, modulation of the cassette in mezzanine, modulation of the cassette in, roof , roof ribs, mezzanine ribs, basement mezzanine ribs, mezzanine basement, concrete, and contratras, steel, the concrete of the comment slabs and the walls of the basement must be cast with integral waterproofing. foundation, concrete wall, at the level of the mezzanine slab., main facade, proyec. slab, longitudinal cut b – b ‘, cross section a – a’, garage, kitchen, bathroom, cl., living room, dining room, master bedroom, dressing room, laundry, terrace, low architectural floor, high architectural floor, stay, access main, slab projection, up, master bedroom, dome, hall, floor, workshop, green area, white, pantry

Raw text data extracted from CAD file:

gallardo arquitectura B \A1;1.60m \A1;2.00m \A1;7.31m \A1;37.10m \A1;5.81m \A1;2.00m \A1;1.69m \A1;4.20m \A1;3.10m \A1;5.59m \A1;1.65m \A1;1.30m \A1;2.24m \A1;0.96m \A1;2.51m \A1;2.23m \A1;1.80m \A1;3.16m \A1;5.26m \A1;3.02m \A1;1.52m \A1;7.31m \A1;33.50m \A1;4.41m \A1;3.20m \A1;4.20m \A1;3.10m \A1;5.59m \A1;1.65m \A1;8.66m \A1;0.58m \A1;1.80m \A1;4.82m \A1;3.02m \A1;3.02m \A1;4.76m \A1;4.76m \A1;2.46m \A1;1.65m \A1;1.47m \A1;6.83m \A1;2.49m \A1;1.52m \A1;2.00m \A1;2.50m \A1;4.70m \A1;3.09m \A1;5.57m \A1;17.64m \A1;1.85m \A1;5.50m \A1;1.70m \A1;3.09m \A1;5.57m \A1;17.64m \A1;2.46m \A1;1.65m \A1;6.83m \A1;2.49m \A1;1.52m \A1;0.20m \A1;0.20m \A1;0.20m \A1;0.15m \A1;0.05m \A1;0.60m \A1;0.20m \A1;0.50m \A1;0.20m \A1;0.50m \A1;0.20m \A1;0.20m \A1;0.15m \A1;0.20m \A1;0.20m \A1;0.10m \A1;0.05m \A1;0.60m \A1;0.20m \A1;0.50m \A1;0.20m \A1;0.50m \A1;0.20m \A1;0.20m \A1;L \A1;0.20M \A1;0.20M \A1;3.16m \A1;0.20M \A1;0.20M \A1;10.15m \A1;L \A1;0.15M \A1;0.20M \A1;0.70M \A1;0.15M \A1;0.20M \A1;0.70M \A1;1.45M \A1;L \A1;0.20M \A1;0.20M \A1;0.20M \A1;0.20M \A1;2.00m \A1;1.20m \A1;3.09m \A1;2.00m \A1;0.20M \A1;0.20M \A1;2.30m \A1;1.20m \A1;2.00m \A1;1.20m \A1;3.09m \A1;2.30m \A1;1.20m \A1;2.00m \A1;0.20M \A1;0.20M \A1;2.00m \A1;1.20m \A1;2.30m \A1;1.20m \A1;1.66m \A1;0.20M \A1;0.20M \A1;1.25m \A1;2.46m \A1;1.25m \A1;11.04m \A1;5.26m \A1;0.20M \A1;0.20M \A1;1.25m \A1;2.46m \A1;1.25m \A1;2.23m \A1;0.20M \A1;0.20M \A1;1.40m \A1;2.79m \A1;1.40m \A1;1.65m \A1;1.45M \A1;0.75M \A1;0.75M \A1;1.66m \A1;0.20M \A1;0.20M \A1;1.25m \A1;2.46m \A1;1.25m \A1;2.23m \A1;9.32m \A1;0.20M \A1;0.20M \A1;0.20M \A1;0.20M \A1;6.67M \A1;2.54CM (1″) \A1;3.81CM (1½” ) \A1;3.81CM (1½” ) \A1;50CM (\U+2248 20″) \A1;20CM (\U+22488″) \A1;1.27CM (½”) \A1;1.91CM (¾”) \A1;1.91CM (¾”) \A1;50CM (\U+2248 20″) \A1;20CM (\U+22488″) \A1;1.27CM (½”) \A1;1.91CM (¾”) \A1;1.91CM (¾”) \A1;50CM (\U+2248 20″) \A1;30CM (\U+224812″) ACOTAMIENTO FECHA ESCALA PLANO Croquis de Localización M.I. ALBERTO LINARES MARTINEZ Metros Marzo de 2009 INDICADAS Estructural E-1 Fracc. Los Laureles, Cd. Victoria, Tam. Casa-Habitación Ing. José Ma. Martínez Brohez Revisiones No. Fecha CALCULO CED. PROF. 1180567 UBICACION PROPIETARIO PROYECTO Especificaciones \fArial|b0|i1|c0|p34|;1 \fArial|b0|i1|c0|p34|;1 \fArial|b0|i1|c0|p34|;3 4 5 5 9 10 \fArial|b0|i1|c0|p34|;11 \fArial|b0|i1|c0|p34|;12 \fArial|b0|i1|c0|p34|;13 \fArial|b0|i1|c0|p34|;14 \fArial|b0|i1|c0|p34|;15 \fArial|b0|i1|c0|p34|;16 \fArial|b0|i1|c0|p34|;17 \fArial|b0|i1|c0|p34|;17 \fArial|b0|i1|c0|p34|;A \fArial|b0|i1|c0|p34|;A B’ \fArial|b0|i1|c0|p34|;C \fArial|b0|i1|c0|p34|;C 313355.8123348394 313355.8123348394 \fArial|b0|i1|c0|p34|;B E F G G 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 7 F’ 2 D 6 8 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 E” E”’ \fArial|b0|i1|c0|p34|;1 \fArial|b0|i1|c0|p34|;1 \fArial|b0|i1|c0|p34|;3 4 5 5 9 \fArial|b0|i1|c0|p34|;11 \fArial|b0|i1|c0|p34|;11 \fArial|b0|i1|c0|p34|;12 \fArial|b0|i1|c0|p34|;13 \fArial|b0|i1|c0|p34|;16 \fArial|b0|i1|c0|p34|;16 \fArial|b0|i1|c0|p34|;A \fArial|b0|i1|c0|p34|;A B’ \fArial|b0|i1|c0|p34|;C \fArial|b0|i1|c0|p34|;C 313355.8123348394 313355.8123348394 \fArial|b0|i1|c0|p34|;B F G G 313355.8123348394 313355.8123348394 313355.8123348394 F’ 2 D 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 E”’ E’ 12a 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 F’ 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 D’ 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 V-2/N-1 V-2/TB-1 N-2 TB-1 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 TB-1 N-8 N-1 N-1 N-1 N-1 N-1 N-1 V-1 N-1 V-1a N-1 N-1 N-1 N-1 N-1 N-1 N-1 TB-1/N-1 TB-1/N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1/V-4/N-1 N-1 N-1 V-5/N-1 N-1 N-1 N-1 V-6 N-1 N-1 N-1 N-1 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-3 V-6 N-4 N-4 N-4 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-5 N-5 N-6 N-6 N-7 N-7 N-7 N-7 N-7 N-1 TB-1 N-1 TB-1/N-9 N-1 N-1 N-1 N-1 N-1 N-1 TB-1 TB-1 N-1 N-1 V-3 N-1 N-1 N-1/V-7 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1/V-7 N-1 N-1 N-1 N-1 N-1 16a 313355.8123348394 313355.8123348394 16a N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-2 TB-1 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 V-2/N-1 V-2/TB-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 V-1 V-1a TB-1/N-1 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-8 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-4 N-2 N-1 N-4 N-4 N-3 N-2 N-2 N-2 N-2 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 V-3 N-1 N-1 N-1/V-7 N-1/V-4/N-1 N-1/V-7 N-1 N-1 N-1 N-1 N-1 TB-1 TB-1/N-9 N-1 N-1 N-1 N-1 N-1 N-1 TB-1 N-7 N-7 N-7 N-7 N-7 N-1 N-6 ESTRUCTURACION LOSA AZOTEA ESTRUCTURACION LOSA ENTREPISO 313355.8123348394 MALLA ELECTROSOLDADA 66-1010 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 MODULACION DEL CASETÓN EN ENTREPISO, CASETON DE POLIESTIRENO DE 15 X 50 X 60CM ENTREPISO SÓTANO y AZOTEA(sala-com) 313355.8123348394 MALLA ELECTROSOLDADA 66-1010 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 MODULACION DEL CASETÓN EN CASETON DE POLIESTIRENO DE 10 X 50 X 60CM AZOTEA 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 y E-2 G-28 @ 25cm N-1 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 (INDICADOS) E-2 G-28 @ 25cm N-2 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 y E-2 G-28 @ 25cm N-1 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-2 16 14 11 9 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-3 16a 16 14 11 9 313355.8123348394 313355.8123348394 1#3 1#3 1#3 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 1#3 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-4 16a 16 14 11 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 1#3 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-5 16 15 12 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 5 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-7 17 15 12 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 10 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-8 15 4 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 1#3 5 313355.8123348394 3 1#3 1#3 NERVADURAS AZOTEA NERVADURAS ENTREPISO 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 + bastones # 3 G-42 (INDICADOS) E-2 G-28 @ 25cm N-6 16 15 12 313355.8123348394 313355.8123348394 313355.8123348394 1#3 1#3 10 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 6 vs. # 3 G-42 E-2 G-28 @ 15cm N-9 D F’ 1#3 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 y E-2 G-28 @ 20cm N-1 313355.8123348394 313355.8123348394 313355.8123348394 Reforzada con 4 vs. # 3 G-42 N-2 15 13 5a 313355.8123348394 E-2 G-28 @ 15cm E-2 G-28 @ 20cm NERVADURAS ENTREPISO SÓTANO VIGAS ENTREPISO SÓTANO VIGA VS-1 (eje 13 entre E y G) 313355.8123348394 Reforzada con 2 vs. # 3 G-42 + 4 vs # 4 G-42 E-2 G-28 @ 15cm 313355.8123348394 2 # 3 4 # 4 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 VIGA VA-1 (eje 10 entre A” y E”’) 2 IPR 20″ x 12″ Peso \U+2248 256 kg/ml L = 11.44 m Sx = 5533 cm³ VIGA VA-2 (ejes A”, C , D’ y E entre 10 y 15) IPR 20″ x 8″ Peso \U+2248 103 kg/ml L = 7.19 m Sx = 2185 cm³ 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 313355.8123348394 VIGA VA-2a (ejes C, D’ y E entre 5a y 10) IPR 20″ x 8″ Peso \U+2248 103 kg/ml L = 6.12 m Sx = 2185 cm³ ESCALA 1:100 ESCALA 1:100 S/ESC. S/ESC. S/ESC. S/ESC. S/ESC. S/ESC. ACERO A – 36 fy = 2530 kg/cm² fs = 1520 kg/cm² fv = 1012 kg/cm² CONCRETO f’c = 200 kg/cm² en losas, vigas, trabes, columnas, y contratrabes. f’c = 150 kg/cm² en castillos, cadenas y firmes. ACERO fy = 4200 kg/cm² varilla corrugada grado 42 (G-42). fy = 2800 kg/cm² varilla lisa grado 28 (G-28). fy = 5000 kg/cm² malla electrosoldada grado 50 (G-50). El concreto de las losas de comentación y de los muros del sótano se deberán colar con impermeabilizante integral. El recubrimiento en vigas y trabes es de: d = 3cm. El recubrimiento en losas de cimentación, muro concreto y contratrabes es de: d = 4cm. La trabe TB-1 que vá en la losa de azotea del tablero “DOBLE ALTURA”, colocarla en el mismo tablero pero a nivel de la losa de entrepiso. Usar soldadura E-7018 2.80 2.80 0.45 0.90 0.15 0.90 0.40 0.40 0.15 0.60 0.60 1.30 1.30 0.45 2.20 0.90 0.15 0.60 0.60 1.30 5.00 3.20 4.15 2.61 1.65 16.61 0.45 2.10 0.15 0.90 0.40 0.40 0.15 0.60 0.70 1.30 4.08 4.03 3.54 0.97 14.46 0.15 0.80 2.80 2.80 1.85 2.80 2.80 2.93 2.04 0.75 0.75 3.03 0.65 3.13 0.87 4.93 1.65 6.98 0.45 2.61 16.61 5.00 3.20 4.15 16.61 3.21 2.61 2.30 2.55 1.90 2.20 0.90 16.61 2.61 1.65 0.30 2.80 2.13 1.15 3.00 0.75 0.75 1.15 1.00 0.65 0.75 2.79 2.20 0.90 1.90 2.73 1.58 0.30 0.70 1.15 0.85 1.05 2.88 21.81 16.61 0.37 0.15 5 5 5 5 5 5 5 5 5 5 5 FACHADA PRINCIPAL PROYEC. DE LOSA PROYEC. DE LOSA 5 5 N.I.L. +3.25 N.P.T. +3.40 N.B. +/-0.00 N.P.T. +0.45 N.I.L. +6.20 N.P.T. +6.35 N.S.P. +7.15 N.C. +2.65 N.C. +5.60 N.A. +4.30 N.A. +1.35 5 5 5 5 N.I.L. +3.25 N.P.T. +3.40 N.B. +/-0.00 N.P.T. +0.45 N.I.L. +6.20 N.P.T. +6.35 N.S.P. +7.15 5 5 N.C. +2.65 N.C. +5.60 N.A. +4.30 5 PROYEC. DE LOSA PROYEC. DE LOSA 1 5 8 9 13 14 5 5 5 5 5 5 CORTE LONGITUDINAL b – b’ 5 5 5 5 5 5 5 N.I.L. +3.25 N.P.T. +3.40 N.S.P. +6.75 N.B. +/-0.00 N.P.T. +0.45 N.I.L. +6.20 N.P.T. +6.35 N.S.P. +7.15 5 5 N.C. +2.65 N.C. +5.60 N.A. +4.30 5 PROYEC. DE LOSA PROYEC. DE LOSA G F D B 5 5 5 5 5 CORTE TRANSVERSAL a – a’ COCHERA COCINA BAÑO RECAMARA 2 RECAMARA 1 CL. CL. CL. CL. SALA COMEDOR RECAMARA PRINCIPAL RECAMARA 1 BAÑO VESTIDOR COCINA LAVANDERIA 5 5 5 5 TERRAZA 5 5 P I 5 PLANTA ARQUITECTONICA BAJA PLANTA ARQUITECTONICA ALTA COCINA COMEDOR ESTANCIA ACCESO PRINCIPAL COCHERA PROYECCION DE LOSA PROYECCION DE LOSA BAÑO RECAMARA 1 SUBE RECAMARA 2 RECAMARA PRINCIPAL VESTIDOR DOMO TERRAZA PROYECCION DE LOSA BAÑO VESTIBULO 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 BAJA 5 6 7 8 16 15 14 13 12 11 10 9 17 16 TALLER AREA VERDE AREA VERDE AREA VERDE A B C D D D G E F G H H J I K K J L M LP P LP 5 5 5 5 5 5 5 5 1 1 2 1 2 1 3 3 5 4 4 4 6 6 7 8 9 9 10 11 12 13 13 13 14 5 5 5 5 5 5 5 5 5 5 5 14 5 5 5 5 5 5 5 5 5 14 14 5 N O 5 A 5 ‘ LAVANDERIA 5 D’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 3′ CL. CL. CL. CL. CL. BLANCOS ALACENA L S 5 5