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