Housing Two Floors DWG Section for AutoCAD

Architectural blueprints – plants – sections – facades – dimensions – designations

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

detail of the typical section, block, type of abutments in grid-shaped confinement beams., section aa, type of abutments in lattice foundation beams., wall support, kitchen, wc, living room, terrace, npi, mave, – unit: king kong clay bricks, girders, confinement columns, – iron splices, structural columns, footings, technical specifications, road, walkway, road axis, translucent roof, galvanized steel canoe, cast concrete gutter, balcony

Raw text data extracted from CAD file:

O S N E \W1.27460; puente \W1.27460; margaritas \A1;2.80 \A1;2.85 \A1;1.20 \A1;2.80 \A1;2.55 \A1;.50 \A1;1.00 \A1;2.80 \A1;.50 \A1;.50 \A1;2.85 \A1;2.80 \A1;2.84 \A1;1.20 \A1;2.80 \A1;2.54 \A1;.51 \A1;5.85 DETALLE DE LA SECCION TIPICA BLOQUELON BLOQUELON BLOQUELON BLOQUELON 5 5 5 5 5 E 1/4" f f 0.20 1/2" 0.15 1/2" f \A1;.80 \A1;.10 \A1;.15 \A1;.05 \A1;.20 5 5 \A1;.09 5 5 5 \A1;.025 5 \A1;0.015 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 A 1 B C 1 -215.8058517965576 -215.8058517965576 -215.8058517965576 -215.8058517965576 -215.8058517965576 0.15 0.74 0.15 5 No.4 - 1.04m c/15cm 0.15 0.74 0.15 5 No.4 - 1.04m c/15cm E 1/4" f f 0.25 1/2" 0.20 1/2" f E 1/4" f 0.25 1/2" 1/2" f E 1/4" f 0.25 1/2" 1/2" f 0.20 0.20 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m \A1;.20m \A1;1.30m \A1;.25m Recubrimiento de 30 mm 0.05 0.20m Tipología de estribos en vigas de confinamiento reticulares. f 2 1/2" L= 5.50 A A f E 1/4" C/20 SECCION A-A E 1/4" f f 0.20 1/2" 0.15 1/2" f 0.06 0.15 L = 0.56 mts. 0.10 0.14 0.05 0.06 2 1/2" L= 5.50 0.15m 2.0m 3.10m A A SECCION A-A E 1/4" f f 0.25 1/2" 0.20 1/2" f 0.08 0.20 L = 0.76 mts. 0.15 0.19 0.06 0.08 2 1/2" L= 5.50 2.0m 3.10m f f \W1.99614; VIGA DE CONFINAMIENTO \W4.56186; VIGA DE CIMENTACION Recubrimiento de 30 mm 0.05 0.25m Tipología de estribos en vigas de cimentacion reticulares. 0.20m A B C A B C f E 1/4" C/10 2 1/2" L= 5.50 f f E 1/4" C/20 \A1;4\U+03A6 \S1#2;\H1.4286x;" C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;" C/25cm\H1.2857x; \A1;4 \U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/0.50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;" C/25cm\H1.2857x; \A1; \U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;" C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/50cm\H1.2857x; Apoyo de Muro 1.00m Apoyo de Muro 1.70m \A1;4\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/25cm L=2.43\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/0.50cm\H1.2857x; L=1.40 \A1;0.15m\H1.2857x;\C5; \A1;0.15\H1.2857x;\C5; Ganchos=10cm Recubrimiento=5cm Tramo 1 Tramo 2 \A1;4\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/25cm L=4.10\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/0.50m L=1.20\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/50cm L=1.65\H1.2857x; \W5.79143; DETALLE ESCALERA 5 \A1;.18 \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;" C/0.50cm\H1.2857x; L=1.06 \A1;3.00 \A1;.25 \A1;.02 \A1;.02 \A1;.03 \A1;.07 \A1;.03 \A1;.13 VIGA (0.15 X 0.20) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) VIGA (0.15 X 0.20) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) VIGA (0.15 X 0.20) PERFIL METALICO (0.13m X 0.09m) PERFIL METALICO (0.13m X 0.09m) A 1 B C 2 3 4 5 A B C 1 2 3 4 5 04 05 06 07 08 09 10 11 12 13 14 15 04 05 CL CL S 01 02 04 05 06 07 08 09 10 11 12 13 14 15 03 COCINA ALCOBA 3 W.C. SALON ALCOBA 2 ALCOBA 1 \W2.83007; INGRESO \W2.69848; PATIO A 1 B C 2 3 4 5 A B C 1 2 3 4 5 06 07 08 09 10 11 12 13 14 15 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 COCINA \W2.56412; ALCOBA \W0.29351; PRINCIPAL ALCOBA 4 ALCOBA 5 W.C. W.C. TERRAZA CL A 1 B C 2 3 4 5 A B C 1 2 3 4 5 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 CL CL CL S2 S3 S S S S S S3 S S S S S S S2 S S S 04 05 CL CL S 01 02 04 05 06 07 08 09 10 11 12 13 14 15 03 COCINA ALCOBA 3 W.C. SALON ALCOBA 2 ALCOBA 1 \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.69848; PATIO A 1 B C 2 3 4 5 A B C 1 2 3 4 5 06 07 08 09 10 11 12 13 14 15 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 \T2.15;PLANTA ARQUITECTONICA PISO O1 \T1.40000;ESC.............................1:50 \T2.15;PLANTA ARQUITECTONICA PISO O2 \T1.40000;ESC.............................1:50 COCINA \W2.56412; ALCOBA \W0.29351; PRINCIPAL ALCOBA 4 ALCOBA 5 W.C. W.C. TERRAZA \T2.15;PLANTA DE CUBIERTAS \T1.40000;ESC.............................1:50 \T2.15;FACHADA FRONTAL \T1.40000;ESC.............................1:50 \T2.15;FACHADA LATERAL DERECHA \T1.40000;ESC.............................1:50 A B C 1 2 3 4 5 \T2.15;C O R T E TRANSVERSAL 1-1´ \T1.40000;ESC.............................1:50 A B C +- 0.00 NPI MAVE MAVE 1 2 3 4 5 \T2.15;C O R T E LONGITUDINAL A-A´ \T1.40000;ESC.............................1:50 \T2.05;CUADRO DE AREAS \T2.05;LOTE 5.30*12.90m. \W3.97050; \T2.05000;AREA \W3.97050; \T2.05000;UNITARI\T2.05000;A \W3.97050; \T2.05000;AREA \W1.95658; \T2.05000;PARCIAL \T2.05;68.37 \T2.05;LOCALIZACION \T2.05;ANTEJARDIN- PORCHE \T2.05;AREA LIBRE \T2.05;RAMPA-VACIO ESCALERA \T2.05;PRIMER PISO \T2.05;SEGUNDO PISO \T2.05;00.00 \T2.05;4.05 \T2.05;68.37 \T2.05;73.67 \T2.05;3.33 \W5.21033; \T2.05000;AREA m2 \T2.05;TOTAL: \T2.05;142.04 m2 - R. N. C. ( Normas E-020, E-030, E-050, E-060) ZAPATAS : f'c = 210 Kg/cm2 VIGAS SECUNDARIAS : f'c = 210 Kg/cm2 COLUMNAS ESTRUCTURALES : f'c = 210 Kg/cm2 (C:H=1:10+30% PG. Ø6" máx.) (C:H=1:8+25% PM. Ø4" max.) - UNIDAD : Ladrillos King Kong de Arcilla - CAPACIDAD PORTANTE : 2.0 Kg/cm2. (Verif. Estudio de Suelos) 5.00 ACERO 6.00 NORMAS 2.00 DEL SUELO 3.00 DE LAS SOBRECARGAS 4.00 RECUBRIMIENTOS COLUMNA DE CONFINAMIENTO : f'c = 210 Kg/cm2 VIGAS SOLERAS = 4.00 cm. COLUMNAS DE CONFINAMIENTO - EMPALMES DE FIERRO - ACERO CORRUGADO- Grado 60 : fy = 4200 Kg/cm2. -VIGAS : As (-) : Tercio Central As (+) : a L/4 -COLUMNAS : A 2L/3 (Tramo Central) = 2.50 cm. NIVELES 1°,2° = 250 Kg/cm2. - PROF. DE CIMENTACION : 1.50 m. (Minimo) - MORTERO : C : A = 1 : 5 - JUNTA : 1.5 cm. COLUMNAS ESTRUCTURALES ZAPATAS = 5.0 cm. = 4.00 cm. - FACTOR DE ZONA(2) : 0.30 - Compresión Albañileria : f'm = 55 kg/cm2 - Ladrillo Macizo KK arcilla : 10 x 24 x 14 - Peso Especifico Albañileria : 1,800.00 kg/m3 03. ALBAÑILERIA 1.00 DE LOS MATERIALES CIMIENTOS CORRIDOS : f'c = 100 Kg/cm2. (Cº Ciclopeo) 01. CONCRETO SIMPLE 02. CONCRETO ARMADO FALSO PISO : f'c = 140 Kg/cm2. SOBRECIMIENTOS : f'c = 140 Kg/cm2. SOLADO : f'c = 100 Kg/cm2. VIGAS PRINCIPALES : f'c = 210 Kg/cm2 ESPECIFICACIONES TECNICAS ESCALERA = 250 Kg/cm2. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W2.61730; eje vial \W1.53869; Calle 25 CALZADA ANDEN ANDEN Calle 25 eje vial \W1.23714; Calle los \W1.23714; ramos \W1.27010; COLINDANTE - SEÑOR NORMAN GARCES CL A 1 B C 2 3 4 5 A B C 1 2 3 4 5 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 A 1 B C 2 3 4 5 A B C 1 2 3 4 5 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 BALL d4" PENDIENTE DE 25% 12.5° CUBIERTA TRANSLÚCIDA PENDIENTE DE 25% 12.5° CANOERA EN ACERO GALVANIZADO BALL d4" VIGA CANAL EN CONCRETO FUNDIDO CL CL CL SALON BALCON BALCON

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, blueprints, casa, chalet, designations, dimensions, dwelling unit, DWG, facades, floors, haus, house, Housing, logement, maison, plants, residên, residence, section, sections, unidade de moradia, villa, wohnung, wohnung einheit