Detached House – 3 Bedrooms DWG Block for AutoCAD

Detached house located at the foot of the hill. It has 3 bedrooms; 1 toilette; 1 common bathroom and en suite. Kitchen and dining room; garage and a study area.

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

right foot, sebastian, court b – b., east façade, west façade, north façade, court a – a., yes, planimetry apple c, ground floor, first floor, planimetry, av. champagnat, south facade, legend, waterproofing layers, porous concrete drainage pipe, aggregate layer, geotextile, bilge pit, vl, ve, ppa, b.ac, ll.p, ll.p., bda, plant of roof, t. water biodigester gray, t. biodigestor black water, t. hydropneumatic white water, t. hydropneumatic gray water, service tap, beam, slab projection, slope indicator, primary drain, secondary drain, hot water, gray water, cold water, fund, dtc, dcl, structural organization, foundation plant, foundation, maximiliano garcia , structural design chair ii, slab

Raw text data extracted from CAD file:

PIE DERECHO L1 0.10 L1 0.10 SEBASTIAN -0.88 C +0.20 +0.10 -0.26 +0.20 +0.02 +0.20 -0.70 -0.88 -2.98 +0.20 920 m 920 m 921 m 921 m 922 m 922 m 923 m 923 m 924 m 924 m 920 m 920 m 921 m 921 m 922 m 922 m 923 m 923 m 924 m 924 m 925 m 924 m 926 m 924 m 927 m 924 m 925 m 924 m 926 m 924 m 927 m 924 m -2.70 -0.88 pend 2% pend 2% A A CORTE B – B. FACHADA ESTE FACHADA OESTE FACHADA NORTE A A B B B B CORTE A – A. 925 m 925 m 926 m 926 m 927 m 927 m 928 m 928 m 929 m 929 m 930 m 930 m YES 931 m 931 m 931 m 931 m YES 920 m 920 m 921 m 921 m 922 m 922 m 923 m 923 m 924 m 924 m 925 m 924 m 927 m 924 m 923 m 923 m 924 m 924 m 925 m 924 m PLANIMETRIA manzana C 925 m 924 m 924 m 924 m 923 m 923 m PLANTA BAJA PLANTA ALTA PLANIMETRIA C C C C 923 m 923 m 925 m 924 m 923 m 923 m 830 m 830 m 830 m 830 m 835 m 835 m 835 m 835 m 840 m 840 m 845 m 845 m 850 m 850 m 855 m 855 m 860 m 860 m 865 m 865 m 870 m 870 m 875 m 875 m 880 m 880 m 885 m 885 m 890 m 890 m 895 m 895 m 900 m 900 m 900 m 900 m 905 m 905 m 905 m 905 m 910 m 910 m 910 m 910 m 915 m 915 m 915 m 915 m 920 m 920 m 920 m 920 m 925 m 925 m YES 925 m 925 m 925 m 925 m YES 925 m 925 m 930 m 930 m 930 m 930 m YES 930 m 930 m 935 m 935 m 935 m 935 m 935 m 935 m 940 m 940 m 940 m 940 m 940 m 940 m 945 m 945 m 945 m 945 m 945 m 945 m 945 m 945 m 950 m 950 m 950 m 950 m 950 m 950 m 955 m 955 m 955 m 955 m 955 m 955 m YES 960 m 960 m 960 m 960 m 965 m 965 m 965 m 965 m 970 m 970 m 975 m 975 m 980 m 980 m 985 m 985 m 1 2 AV. CHAMPAGNAT C D F A B 915 m 915 m 920 m 920 m 923 m 923 m 921 m 921 m 924 m 924 m 922 m 922 m 926 m 924 m 925 m 924 m 927 m 924 m 925 m 924 m 924 m 924 m 923 m 923 m 923 m 923 m +0.00 +0.10 -0.26 +0.20 +0.02 +0.20 -0.70 -0.78 -0.88 -2.98 -3.08 -2.98 +0.20 +0.20 0,12 0,09 0,53 0,09 0,05 0,15 0,09 0,05 0,05 0,5 0,05 -3.24 -2.70 -2.60 FACHADA SUR CORTE B – B. 1. HORMIGÓN POBRE e=10cm 2. CAPAS DE IMPERMEABILIZACIÓN 3. TUBO DE DRENAJE DE HORMIGÓN POROSO 4. CAPA DE ÁRIDOS Tmax 30-50mm 5. GEOTEXTIL 6. CAPA DE ÁRIDOS Tmax 15-20mm 7. CAPA DE ÁRIDOS Tmax 5-10mm 8. CAPA DE TERRENO BRUTO LEYENDA 1 2 3 4 5 6 8 0,4 CAPAS DE IMPERMEABILIZACIÓN TUBO DE DRENAJE DE HORMIGÓN POROSO CAPA DE ÁRIDOS GEOTEXTIL HORMIGÓN POBRE e=10cm ESCANTILLÓN 1:20 CAPA DE MORTERO CON MALLA DE ALAMBRE pend. 2% MEMBRANA ASFALTICA 5MM Pozo de achique 923 m 923 m 921 m 921 m 923 m 923 m 924 m 924 m 920 m 920 m 922 m 922 m 925 m 924 m 926 m 924 m 927 m 924 m -0.88 pend 2% PLANTA BAJA PLANTA ALTA +0.02 923 m 923 m 925 m 924 m -0.26 +0.10 -0.70 +0.20 +0.20 -0.78 +0.20 -0.88 -0.78 -2.98 +0.20 -2.60 V.L. V.E. V.L. V.E. 1 V.E. 1 V.L. V.L. V.E. P.P.A. P.P.A. P.P.A. P.P.A. B.Ac M CS LL.P V.E. LL.P. B.D.A 1 2 3 4 3 B.D.A B.D.A 1 2 3 4 5 planta de techo pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% pend. 1% 925 m 924 m LL.P. V.E. V.E. LL.P. T. biodigestor agua gris T. biodigestor agua negra LL.P. V.E. T. hidroneumático agua blanca T. hidroneumático agua gris canilla de servicio Muro H°A° Viga Proyeccion Losa Indicador de Pendientes Desague Primario Desague Secundario Agua Caliente Agua Gris Agua Fría CORTE B – B. CORTE A – A. L6 V29 V25 V28 M1 M2 V30 C2 C1 V8 M4 M5 M6 Fund. Fund. V30 M2 M3 M5 Fund. M1 C2 M6 Fund. M6 Fund. M5 Fund. M2 M3 M5 Fund. D.T.C D.C.L V29 PLANTA ALTA PLANTA BAJA L4 0.15 L3 0.10 L1 0.15 L6 0.10 L7 0.10 L18 0.15 L5 0.15 L11 0.10 L15 0.10 L16 0.15 L13 0.10 L10 0.15 L14 0.10 L8 0.10 L9 0.10 L17 0.15 L12 0.10 V 1 V 2 V 3 V 6 V 7 V 8 V 9 V 10 V 11 V 12 V 13 V 14 V 15 V 17 V 18 V 16 V 19 V 20 V 24 V 26 V 27 V 28 V 29 V 25 V 21 V 22 V 23 V 30 V 33 V 32 V 31 V 34 V 4 V 5 V 35 V 36 V 37 V 38 L2 0.15 L1 0.10 ORGANIZACIÓN ESTRUCTURAL A A B A B A B B PLANTA ALTA PLANTA BAJA PLANTA DE FUNDACIÓN ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 Viga Fundacion M1 M2 M3 M4 M6 M5 Maximiliano Garcia Catedra de DISEÑO ESTRUCTURAL II C1 C2 M2 M3 V25 LOSA 920 m 920 m 923 m 923 m 921 m 921 m 924 m 924 m 922 m 922 m 926 m 924 m 925 m 924 m 927 m 924 m 923 m 923 m 925 m 924 m 924 m 924 m 923 m 923 m +0.10 -0.26 +0.20 +0.02 -0.70 -2.98 +0.10 -0.26 +0.02 -0.70 -2.98 CORTE A – A. +0.10 -0.26 -2.98