Single Family Home DWG Detail for AutoCAD

Construction details – detached house foundations; retaining wall; shoes; pedestal; columns; reinforced concrete beams.

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

v.r., pedestal, beam girder, vacuum, column, mezzanine slab, foundations and braces girder, first level, v esc, beam mooring, beam esp, cover machimbre and tile, roof slab, v. mooring, retaining wall, beam load ve-b, projection shoe wall, the c-axis shoes will be fused with the, retaining wall shoe, room, dining room, kitchen, main room, arrival hall, services, patio, drying, bathroom, parking, service to, ladder, elevated tank, base projection

Raw text data extracted from CAD file:

A B C D E F G A B C D E F G N ±0.00 N ±0.00 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L A B C D E F G A B C D E F G A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L \A1;3.44 \A1;3.44 \A1;7.13 \A1;4.08 \A1;4.10 \A1;4.08 \A1;12.50 \A1;4.08 \A1;4.10 \A1;12.50 \A1;4.08 \A1;.30 \A1;.30 \A1;3.44 \A1;3.44 \A1;4.08 \A1;4.10 \A1;4.08 \A1;12.50 \A1;7.73 \A1;0.72 \A1;0.25 \A1;3.95 \A1;1.95 \A1;0.35 \A1;0.30 \A1;1.95 \A1;0.35 \A1;0.20 \A1;3.95 \A1;0.25 \A1;0.20 \A1;1.10 \A1;1.10 \A1;2.50 \A1;1.10 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.30 \A1;1.70 \A1;0.30 \A1;0.60 \A1;.20 \A1;.25 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.20 \A1;.30 \A1;4.08 \A1;3.47 \A1;1.17 \A1;4.10 \A1;3.47 \A1;8.70 \A1;4.08 \A1;13.00 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;4.08 \A1;4.10 \A1;12.50 \A1;4.08 \A1;3.44 \A1;3.47 \A1;7.73 \A1;0.72 \A1;4.08 \A1;4.10 \A1;4.08 \A1;12.50 LE-1 LE-1 LE-3 LE-2 F2 F3 F3 F2 5 5 5 5 5 5 5 Viga de Carga VE-A / VE-C(.30X.25) 3d 1/2″ x 5.50m 5 5 5 5 1 2 3 4 .10 DETALLE DE FUNDACION (F3) V.R. V.R. 1.40m V.R. 1.40 15 Ø 1/2″(a/s) 15 Ø1/2″(a/s) V.R. 0.40 1.40 V.R. Pedestal COLUMNAS C1 ESCALA S/E VIGA RIOSTRA .30 .30 6 d 1/2″ .10 .10 Est. d 3/8″ C15 cm .25 ESCALA S/E V.R. Pedestal 1.20 13 Ø 1/2″(a/s) 0.40 1.20 V.R. V.R. 13 y 15 Ø 1/2″(a/s) 1.40 F2 0.40×0.40 DETALLE DE FUNDACION (F2) VE-B (4-1)40x25cm VACIO F1 F2 F2 F1 Columna Losa de Entrepiso Fundaciones y vigas de Riostra 5 5 5 5 5 5 V. Amarre 25x25cm 7.73 0.72 5 5 5 5 5 5 5 5 5 5 0.20 5 5 5 5 5 5 5 5 5 5 5 2 d 5/8″ ( C ) ( B ) Rep. 1 d 1/2″ C 15cm ( A ) ( A ): 1 d 5/8 x 6.50m C15cm \A1;( B ): 1 d 1/2 x 4.40m C 15cm. ( C ): 1d 1/2″ x 2.60m C15cm ( B ) ( C ) Primer Nivel e=0.15 1 d 3/8″ C 10cm. Rep 1 3/8″ C 10cm. \A1;V Esc 15×20 cm 4d 1/2″ y est d 3/8″ C15cm e=0.15 1 d 3/8″ C 10cm. Rep 1 3/8″ C 10cm. Losa –> Esc-1 (Maciza e=15cm) Losa –> Esc-2 (Maciza e=15cm) V Esc 5 5 .25 .25 .25 EST. d 3/8″ C15 cm .20 .20 .20 .10 .20 .20 .25 ESCALA S/E 4 d 1/2″ .10 COLUMNAS C2 .30 .30 6 d 1/2″ .10 .10 Est. d 3/8″ C15 cm .25 .25 .25 .25 VIGA AMARRE ESCALA S/E .25 .25 6 d 1/2″ .10 .10 Est. d 3/8″ C15 cm .20 .25 .25 .25 VIGA ESP ESCALA S/E .20 .30 6 d 1/2″ .25 .10 .10 Est. d 3/8″ C15 cm .25 .25 .25 5 5 5 5 5 5 5 5 VT-B 20x25cm (4-1) Inferior LT-2 LT-1 VT-B 20x25cm (4-1) Superior VT-C 20x25cm (4-1) VT-A 20x25cm (4-1) Cubierta de Machimbre y Teja Correas CONDUVEN 80×40 C60cm 0.60 0.60 0.60 0.60 0.60 Losa de Techos V. Amarre V. Amarre 25x25cm V. Amarre 25x25cm V. Amarre 25x25cm V. Amarre 25x25cm V. Amarre 25x25cm V. Amarre 25x25cm VE-B (4-1)40x25cm VE-B (4-1)40x25cm VE-C (4-1)30x25cm VE-A (4-1)30x25cm VE-C (4-1)30x25cm VE-A (4-1)30x25cm VE-C (4-1)30x25cm VE-A (4-1)30x25cm V Esp 30x25cm V.R. Pedestal 1.20 13 Ø 1/2″(a/s) 0.30 1.20 V.R. V.R. 13 Ø 1/2″(a/s) 1.20 F1 0.35×0.35 DETALLE DE FUNDACION (F1) V.Riostra(30x30cm) V.Riostra(30x30cm) V.Riostra(30x30cm) V.Riostra(30x30cm) V.Riostra(30x30cm) V.Riostra(30x30cm) V.Riostra(30x30cm) Muro De Contencion V.Riostra (30x30cm) V.Riostra (30x30cm) V.Riostra (30x30cm) V.Riostra (30x30cm) V.Riostra (30x30cm) V.Riostra (30x30cm) C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Muro De Contencion Muro De Contencion C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 0.40×0.40 \W6.30952; VIGA CARGA \W5.30952; VE-A / VE-C ESCALA S/E .30 .25 6 d 1/2″ .10 .10 Est. d 3/8″ C15 cm .20 .25 .20 .25 VIGA CARGA VE-B ESCALA S/E .40 .25 7 d 1/2″ .10 .10 Est. d 3/8″ C15 cm .35 .35 .35 .35 3d 1/2″ x 6.50m 3d 1/2″ x 5.50m 3d 1/2″ x 5.50m 3d 1/2″ x 6.50m 3d 1/2″ x 5.50m Viga de Carga VE-B(.40X.25) 3d 1/2″ x 5.50m 5 5 5 5 1 2 3 4 .10 3d 1/2″ x 6.50m 3d 1/2″ x 5.50m 4d 1/2″ x 5.50m 4d 1/2″ x 6.50m 4d 1/2″ x 5.50m Est d 3/8″ C15cm Est d 3/8″ C15cm Proyeccion Zapata Muro Las Zapatas del eje C se fundiran con la zapata del muro de contencion \A1;( D ): 1 d 5/8 x 2.40m C 15cm. Sala Comedor Cocina Hab Principal Hall de llegada Servicios Patio de Secado Hab 1 Hab 2 Baño Baño +2.50 estacionamiento de servicio a Escalera Primer Nivel de tanque elevado Proyeccion base 5 5 7.73 0.72 5 5 5 5