One Family Housing, Coastal Area, Permit Plans DWG Plan for AutoCAD

Construction details, sections, elevations, areas and volumes.

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

b a ñ o, main bedroom, c.l., j a r d i n, c o m e d o r, c o c i n a, s a l a, p a t o d e s, r e r v i c i, irrigation, access, architectural plant, foundation plant, inst. electric, roofing floor, s.a., s.a., p. structural, facade, cutting x – x ‘, cutting and – y’, painting of surfaces, type of land, surface of the land, constructed surface, unbuilt surface, reinforcements of slabs anchored at the ends, specifications, enclosure, variable, adjacent, central, inst. Hydraulic, from the municipal network, up, to the tinaco, pump, hydrant hot water discharge, hydrant water cold, ladder of ladder, simple contact, general board, shutter, lighting fixture, meter, hydraulic installation, heater, meter detail , of potable water, towards the house, lum. recessed in ceiling, lum. recessed wall, wall luminaire, house room, location :, colony :, street :, owners, dimensioning in meters, expert, colima, cabbage, chapel

Raw text data extracted from CAD file:

2.18 1.08 1.33 1.91 3.26 3.24 2.12 0.47 0.90 0.80 0.80 2.10 0.20 0.20 0.65 0.80 0.40 0.80 0.45 0.90 2.10 0.75 0.59 0.80 0.45 2.12 1.67 1.01 0.87 0.77 1.05 1.73 0.60 0.80 2.00 2.61 1.00 0.40 0.34 1.77 0.20 0.30 1.00 0.30 0.15 0.45 0.80 1.47 1.00 0.30 0.20 0.15 0.92 0.30 2.17 0.30 1.00 0.30 2.13 0.30 0.30 0.40 1.33 3.24 1.94 1.94 1.94 7.16 3.16 5.50 2.31 0.93 4.16 1.74 1.72 0.91 1.00 4.45 1.16 1.00 5.50 3.24 4.16 1.66 3.71 6.61 6.62 3.85 2.65 3.24 1.94 1.94 1.94 7.16 3.16 4.16 1.74 1.72 0.91 1.00 4.45 1.16 1.00 3.24 4.16 1.66 3.71 6.63 3.85 2.65 2.18 1.08 3.24 3.24 0.28 0.32 0.45 0.70 1.40 2.00 0.75 2.65 0.80 0.70 0.50 0.70 0.60 0.30 0.50 1.05 0.80 0.25 2.55 1.85 3.60 0.20 0.10 0.25 1.15 0.35 0.35 0.45 0.20 0.45 0.70 0.30 0.20 1.77 0.20 0.30 1.00 0.30 2.43 6.50 4.15 0.70 0.70 2.00 0.75 0.60 2.50 0.65 0.30 0.30 0.57 2.48 0.15 0.68 0.80 0.30 1.70 0.70 4.97 3.50 4.00 1.00 0.40 0.20 1.70 0.20 0.50 0.15 1.10 1.70 0.70 0.50 0.30 2.10 0.39 0.11 1.30 1.44 2.00 0.40 3.24 4.16 1.66 3.71 3.52 0.93 1.16 1.00 5.50 2.55 2.48 2.78 0.82 0.70 3.35 0.89 2.19 0.11 0.80 2.20 0.50 2.00 1.00 0.72 1.28 1.00 1.00 0.10 2.80 0.70 3.73 3.24 4.16 1.66 3.71 4.45 1.16 1.00 5.50 5.50 1.12 6.62 5.50 1.12 1.12 1.12 1.12 1.12 0.40 CMS 0.40 CMS \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 26.01 b a ñ o recamara principal c.l. recamara 1 c.l. j a r d i n b a ñ o c o m e d o r c o c i n a s a l a p a t i o d e s e r v i c i o regadera j a r d i n j a r d i n acceso 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 D E A B C E 6 3 1 5 4 3 1 7 8 9 8 10 11 12 13 12 13 PLANTA ARQUITECTÓNICA 7 5 5 5 5 PLANTA DE CIMENTACIÓN 5 5 1 A D E 1 5 3 6 5 3 5 5 4 5 5 10 5 8 11 12 5 5 9 5 5 5 5 5 5 5 8 12 13 A C B E 13 5 5 5 x y x’ y’ INST. ELECTRICA 7 PLANTA DE AZOTEAS 1 A D E 1 3 6 3 5 4 12 9 8 12 A 13 E 13 0.00 6.62 9.78 16.94 18.88 20.32 22.16 26.00 0.00 2.18 3.26 6.50 5 S.A.P. S.A.N. RP R R R R R P. ESTRUCTURAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA A E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 12 9 8 7 6 5 4 3 1 5 5 5 5 5 5 5 5 5 CORTE X – X’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 13 12 8 9 7 5 3 1 5 5 5 5 5 5 5 5 CORTE Y – Y’ CUADRO DE SUPERFICIES TIPO DE TERRENO SUPERFICIE DEL TERRENO SUPERFICIE CONSTRUIDA SUPERFICIE SIN CONSTRUIR 6.50 X 26.00 mts. 169 mts2 133.5 mts2 35.5 mts2 2 2 5 5 5 5 5 1.12 2 2 5 5 2 2 5 2 2 5 RP RP RP 0.80 0.80 1.60 1.60 T – 1 A E 13 13 2 1 E A 2 1 3 3 4 5 refuerzos de losas anclados en los extremos mortero cemento-cal-arena resistencia 60 k/cm2 1:4:10 muros de ladrillo rojo de 14cm. resistencia min. 40kg/cm2 15 cms. lado corto 20 cms. lado largo especificaciones losa de 10 cms. de espesor F´c= 200 k/cms2 refuerzo con varilla 3/8″ segun se indica acero de refuerzo Fy= 4200 k/cms2. Acero estructural Fy=2530 k/cms2 4 VS 0 3/8″ E 1/4″@ 20 CMS. 0.40 CMS E 1/4″@ 10 CMS. E 1/4″@ 20 CMS. 0.40 CMS CERRAMIENTO E 1/4″@ 10 CMS. K – 1 0.30 3VS 0 1/2″ T – 1 0.20 E#3@20 CMS 2 VS 0 1/2″ 0.15 K – 1 0.20 ARMADO CASTILLOS 6 VS 0 1/2″ E 1/4″@ 20 CMS. 0.30 C – 1 0.30 E 1/4″@ 20 CMS. 4 VS 0 1/2″ 0.15 0.15 K – 2 E 1/4″@ 20 CMS. 6 VS 0 1/2″ 0.20 C – 2 0.20 0.20 variable 0.30 0.18 0.80 0.18 0.80 0.30 4 VAR. 0 3/8″ EST. 1/4 @ 20 CMS COLINDANTE CENTRAL INST. HIDRAULICA A 6 1 D E 2 5 4 3 12 8 A 12 8 7 c.l. 9 E c.l. 13 DE LA RED MUNICIPAL CISTERNA 1.20X1.50X1 SUBE AL TINACO TUBERIA DE COBRE 1/2″ BOMBA HS B SALIDA HIDRANTE AGUA CALIENTE SALIDA HIDRANTE AGUA FRIA APAGADOR DE ESCALERA CONTACTO SENCILLO TABLERO GENERAL APAGADOR LUMINARIA ACOMETIDA MEDIDOR INSTALACION HIDRAULICA CALENTADOR B 6 5 2.- Llave de globo 3.- Tee de 13mm. 4.- Llave de nariz. 1.- Tubo de Fo. Ga. de 13mm. 2 8 6 4 Detalle de Medidor de Agua Potable 1 \A1;0.30 7.- Medidor. 8.- Niple de 1/2″ x 4″ 6.- Codo de 90° x 13mm. 1 6 6 8 7 8 3 Hacia la casa \A1;0.40 5.- Tuerca unión. A E 13 1 2 3 A LUM. EMPOTRADA EN TECHO LUM. EMPOTRADA EN MURO LUMINARIA EN MURO Casa Habitación Localización: Colonia: Calle: PROPIETARIOS ESCALA 1:100 ACOTACION EN METROS PERITO AGOSTO DEL 2001 COLIMA, COL. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9 10 CAPILLA 46 48 5