Unifamily De 2 Plants 65 M2 DWG Plan for AutoCAD

File with plans of housing de 65 m2;in terrain of 8.2 mts x 8.25 mts.. In first plant living ;dining; kitchen; service patio; bedroom; bathroom; studio or bedroom. High plant;bedrooms terrace; bath.

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

main facade, filling, bedroom, zaragoza street, altamirano street, heroines street, w.c., bedroom, b.a.n., b.a.p., architectural plan, owner, work, location, arq. urb. miguel angel vazquez millan, scale, date, mr. gerardo ramirez saldaña, I authorize, geographical north, up, kitchen – dining room, service patio, room, access, ground floor, ground floor, terrace, upper floor, roof plant, side facade, structural plan, foundation plant, ground floor slab , lock, top floor, foundation, cane, run, swing, detail of slab, castles, for each baf it is necessary a jug of hydraulic data, air, the diameter of the air jug is equal to the b.a.f., the pipe for b.a.n. sera, health data, general notes, dimensions and levels in meters, axes, dimensions and levels should be verified, notes of slabs, on site and with architectural plans., the foundation will be concrete, the foundation will be based on a running shoe , foundation notes, the maximum size of the coarse aggregate, the coatings of the steel should be verified, before and during the casting, coating, exit to the network

Raw text data extracted from CAD file:

FACHADA PRINCIPAL 0.1499999999999773 0.1499999999999773 K1 USAR: 4 var. #3, con E#2 @15 0.2000000000000454 0.1499999999999773 K2 USAR: 4 var. #3, con E#2 @20 USAR: 4 var. #4, mas 1 var.#3, con E#2 @10 5 5 USAR: 2 var. #4, USAR: 1 var. #3, USAR: 2 var. #4, 5 A B \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 5 1.00 0.1990799999999698 5 5 usar varilla #3 @20 5 0.2506803812736751 0.5474699999999358 5 0.2488500000000236 5 0.248849999999967 0.1493100000000905 5 0.5474699999999171 5 5 plantilla de concreto f´c=150kg/cm2. 5 5 usar varilla #3 @15 usar 4 var. #4 usar 2 var. #3 usar 2 var. #4 plantilla de concreto f´c=150kg/cm2. usar var.#3 @30 usar var.#3 @30 usar 4 var. #4 0.1990800000000547 5 usar 2 var. #3 usar 2 var. #4 relleno 5 relleno 5 5 \A1;0.30 \A1;2.70 \A1;0.15 \A1;0.80 \A1;1.00 \A1;0.20 \A1;0.30 \A1;1.00 \A1;0.10 \A1;0.25 \A1;0.55 \A1;0.10 \A1;0.25 \A1;0.05 \A1;0.25 \A1;0.15 \A1;0.10 \A1;0.55 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.20 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.30 DORMITORIO 100 mm 3,97 2,35 1,20 7,52 6,32 4,00 3,52 4,57 3,45 8,25 1,78 1,75 1,35 3,22 2,24 2,64 4,57 3,75 3,45 0,00 1,85 1,35 3,40 7,97 8,32 4,88 3,45 1,65 7,97 1,48 4,87 3,45 1,65 1,75 1,35 3,10 1,55 1,77 3,32 8,32 3,32 1,35 1,75 1,65 2,24 2,64 3,45 8,32 1,27 3,61 3,45 8,32 3,72 1,20 3,10 1,65 8,07 CALLE ZARAGOZA CALLE ALTAMIRANO CALLE HEROINAS D 8,20 3,97 2,35 1,20 7,52 1 5 3 FACHADA PRINCIPAL A E C CORTE X - X´ W.C. W.C. RECAMARA RECAMARA B.A.N. B.A.P. N.P. 7.50 mts N.P. 5.90 mts N.P. 2.80 mts N.P. 0.00 mts -181.1549996389803 -181.1549996389803 -181.1549996389803 -181.1549996389803 PLANO ARQUITECTONICO PROPIETARIO ELABORO UBICACION ARQ. URB. MIGUEL ANGEL VAZQUEZ MILLAN ESCALA FECHA 1:50 (METROS) SEPTIEMBRE 2011 SR. GERARDO RAMIREZ SALDAÑA C. HEROINAS DEL SUR # 8 ESQ. C. ZARAGOZA AUTORIZO N NORTE GEOGRAFICO SUBE COCINA - COMEDOR PATIO DE SERVICIO RECAMARA SALA ACCESO ACCESO W.C. 1 2 4 5 A B C E 3 PLANTA BAJA B' BAJA W.C. RECAMARA RECAMARA TERRAZA 3 5 4 2 1 E C B A PLANTA ALTA B' A B E 1 4 5 3 PLANTA DE AZOTEA A E C FACHADA LATERAL 1 5 3 FACHADA PRINCIPAL A E C CORTE X - X´ PLANO ESTRUCTURAL PROPIETARIO ELABORO UBICACION ARQ. URB. MIGUEL ANGEL VAZQUEZ MILLAN ESCALA FECHA 1:50 (METROS) SEPTIEMBRE 2011 SR. GERARDO RAMIREZ SALDAÑA C. HEROINAS DEL SUR # 8 ESQ. C. ZARAGOZA AUTORIZO 1 2 4 5 A B C E 3 PLANTA DE CIMENTACION B' 3 5 4 2 1 E C B A LOSA PLANTA BAJA B' @ 20 CM @ 20 CM @ 20 CM @ 20 CM @ 20 CM @ 20 CM TRABE TRABE TRABE TRABE h = 2.70 m e = 10 cms. p = 2% h = 2.70 m e = 10 cms. p = 2% h = 2.70 m e = 10 cms. p = 2% h = 2.70 m e = 10 cms. p = 2% h = 2.70 m e = 10 cms. p = 2% h = 2.70 m e = 10 cms. p = 2% A B E 1 4 5 3 LOSA PLANTA ALTA @ 20 CM @ 20 CM @ 20 CM @ 20 CM h = 5.80 m e = 10 cms. p = 2% h = 5.80 m e = 10 cms. p = 2% h = 6.30 m e = 10 cms. p = 2% h = 5.80 m e = 10 cms. p = 2% CIMENTACION BASTON L/5 0.10 0.10 L/5 L/5 CORRIDA COLUMPIO 0.10 L/5 0.10 DETALLE DE LOSA TRABE 0.20 0.15 USAR: 6 var. #3 con E#2 @20 K3 CASTILLOS Tuberia de la toma 19mm. Por cada B.A.F. es necesario un jarro de Datos hidraulicos Gasto diario por persona 150 lts./dia Numero de personas 3 personas Consumo diario total 450 lts. Capacidad del tinaco 750 lts. aire,el diametro del jarro de aire es igual a la B.A.F. Pendiente minima de la tuberia 2 % La tuberia para B.A.N. sera de PVC sanitario de 4" ( 100 mmm.) Datos sanitarios Registros de 40 x 60 cm. con fondo de 1/2 caña e interior pulido Notas Generales Acotaciones y niveles en metros Concreto f'c= 250 kg./cm2 estructural, con f'y=4,200 kg. /cm2 Para varillas del numéro 2, el acero será de grado Los ejes, acotaciones y niveles deberán verificarse Notas de losas en obra y con los planos arquitectónicos. la cimentación sera de concreto Peralte general de losas 10 cm. Armar toda la losa con varilla del no. 3 (3/8") f'c =150kg./cm2 y acero con f'y=2400 kg/cm2 La cimentación será a base de zapata corrida Notas de cimentación minimo de 2.5 cm. será de 3/4" (19mm.). El tamaño máximo del agregado grueso Los recubrimientos del acero deberán verificarse antes y durante el colado, recubrimiento W.C. W.C. RECAMARA RECAMARA R B.A.N. B.A.P. salida a la red X' X X' X X' X B.A.N. B.A.P. B.A.N. B.A.P. B.A.N. B.A.P. 100 mm 100 mm 100 mm 100 mm 100 mm 50 mm 50 mm K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K2 K2 K2 K2 K2 K2 K2 K2 K2 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K2 K2 K2 K2 K2 K2 K2 K2 K1 K1 K3 K3 K3 K3 K3 K3 K3 K3 K3 K2 K2 K2 K2 N.P. 7.50 mts N.P. 5.90 mts N.P. 2.80 mts N.P. 0.00 mts 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UBICACION N NORTE GEOGRAFICO UBICACION D D D D D 5

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, de, dining, dwelling unit, DWG, file, haus, house, Housing, living, logement, maison, mts, plan, plans, plant, plants, residên, residence, terrain, unidade de moradia, unifamily, villa, wohnung, wohnung einheit

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