Details Foundations Houses DWG Detail for AutoCAD

Construction details of foundations, such as shoe isolated and run

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

and what, wall details, detail of union of perpendicular walls, threads, cast cells, spun staple, staple, corner, union detail, block wall, cell cast with, cell cast with, plant, threads, longitudinal rods, anchor detail, block wall, scale, threads, block wall, threads, block wall, elevation, block base wall, esc: without esc, house room of a flat floor of contructive details., lobby, rec. ppal., full bathroom, rec., bath, full bathroom, living room, dinning room, kitchen, laundry, stay, portico, garage, garden, building plan details, plant type of adjustments, foundation type plant, Cyclopean concrete racing shoe, breaststroke, waterproofing, concrete sticks, block wall, concrete template, concrete template, with rod in both directions, insulated concrete shoe reinforced with cm column, rods with stirrups, of rod in both directions, rods with stirrups, insulated concrete shoe reinforced with cm column, right faces correct transmission of loads, isometrico mooring point of castle on block wall

Raw text data extracted from CAD file:

EOCH DETALLES DE MUROS DETALLE DE UNION DE MUROS PERPENDICULARES VAR.#3 @ 2 HILADAS 3 CELDAS COLADAS GRAPA #3 @ HILADA GRAPA #2 @ 0.20 VAR.#3 DE ESQUINA DETALLE DE UNION DE 0.15×0.20×0.40 MURO DE BLOQUE CELDA COLADA CON 1 VAR.#3 @ 0.60 CELDA COLADA CON 1 VAR.#3 @ 0.60 PLANTA VARS.#3 @ 2 HILADAS VARILLAS LONGITUDINALES DETALLE ANCLAJE DE VARS.#3 0.15 m 0.15×0.20×0.40 MURO DE BLOQUE escala 1:20 VARS.#3 @ 2 HILADAS DE 0.15×0.20×0.40 MURO DE BLOQUE VARS.#3 @ 2 HILADAS MURO DE BLOQUE 0.15×0.20×0.40 ELEVACION DE 0.15×0.20×0.40 MURO A BASE DE BLOQUE VARS.#3 @ 0.60 0.60 0.60 0.15 0.15 \A1;0.5878 \A1;1.5347 \A1;0.6857 \A1;0.9143 \A1;1.0449 \A1;1.0286 \A1;2.3511 \A1;2.3837 \A1;25 \A1;1.75 \A1;1.95 \A1;4.85 \A1;1.95 \A1;7.20 \A1;7.30 \A1;17.70 \A1;7.30 \A1;2.55 \A1;6.50 \A1;1.80 \A1;2.00 \A1;4.15 \A1;17.00 \A1;4.15 \A1;10.30 \A1;2.55 \A1;25.00 \A1;4.70 \A1;1.75 \A1;2.10 \A1;2.8 \A1;3.20 \A1;3.15 \A1;7.30 \A1;17.70 \A1;7.30 \A1;2.55 \A1;.95 \A1;3.20 \A1;4.15 \A1;6.15 \A1;17.00 \A1;14.45 \A1;2.55 \A1;1.20 \A1;1.20 .60 .95 .05 1.00 .20 .15 .20 .30 .20 .05 1.00 1.15 \A1;8.1634 \A1;0.8327 \A1;0.3102 \A1;1.0449 \A1;1.3551 \A1;2.0082 \A1;5.5511 \A1;8.1634 \A1;0.8327 \A1;2.1225 \A1;0.6531 \A1;1.3551 \A1;5.5511 \A1;0.5714 \A1;2.3837 \A1;0.5714 \A1;0.6367 \A1;1.5837 \A1;0.6367 \A1;0.0672 \A1;.60 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.60 1.20 .25 1.20 1.20 .25 .25 1.20 .15 .15 .05 .15 .15 ESC: SIN ESC CASA HABITACION DE UNA PLANTA PLANO DE DETALLES CONTRUCTIVOS. N <> <> <> <> <> <> <> <> <> <> <> <> <> <> LP LP LP LP LP LP 1 2 1 2 A B C D E F <> <> <> <> <> <> <> <> <> <> <> 3 4 5 6 7 LP LP A B C D E F 3 4 5 6 7 N.N.T.+0.45 N.N.T.+0.30 N.N.T.+0.20 <> <> VESTIBULO REC. PPAL. BAÑO COMPLETO REC. 1 1/2 BAÑO BAÑO COMPLETO SALA COMEDOR COCINA LAVANDERIA ESTANCIA PORTICO COCHERA JARDIN \W6.30173; DETALLES CONSTRUCTIVOS DE PLANO DE \W6.30173; CIMENTACIONES N N.N.T.+0.45 N.N.T.+0.30 N.N.T.+0.20 25 LP LP 1 2 1.75 1.95 4.85 1.95 7.20 7.30 3 4 5 6 7 17.70 7.30 2.55 6.50 1.80 2.00 4.15 17.00 LP LP A B C D E F 4.15 10.30 2.55 25.00 LP LP 1 2 4.70 1.75 2.10 2.8 3.20 3.15 7.30 3 6 7 17.70 7.30 2.55 .95 3.20 4.15 6.15 17.00 LP LP A B C D E F 14.45 2.55 <> .60 .15 .15 .60 .15 .60 N.S.F.+0.60 N.S.F.+0.15 N.S.F.+0.60 N.S.F.+0.60 N.S.F.+0.60 N.S.F.+0.60 N.S.F.+0.60 N.S.F.+0.60 N.S.V.+0.05 1.20 1.20 N.S.F.+0.60 N.S.F.+0.60 N.S.V.+0.05 N.S.C.+0.30 N.S.V.+0.50 N.S.C.+0.30 N.S.V.+0.50 N.S.C.+0.30 N.S.V.+0.50 4 5 \W7.25831; PLANTA TIPO DE ADECUACIONES \W7.88011; PLANTA TIPO CIMENTACIONES Zapata corrida concreto ciclópeo Piedra braza’concreto f’c=150kg/cm2 (60%-40%) .60 .95 .05 1.00 .20 .15 .20 .30 Impermeabilizante \A1;Dala de desplante Concreto f’c=150 kg/cm2, 4 varillas \S3/8;\H1.429x;” f, estribos alambrón \H0.7x;\S1/4;\H1.429x;” f @20cm Muro de block 15x20x40 Plantilla Concreto f’c=100kg/cm2 .20 .05 Plantilla Concreto f’c=100kg/cm2 \A1;Concreto f’c=200 kg/cm2 con varilla de \S3/8;\H1.429x;” f @ 19cm en ambas direcciones 1.20 1.00 1.15 Zapata aislada de concreto reforzado con columna de 25×25 cm \A1;4 varillas \S3/8;\H1.429x;” f, con estribos de \H0.7x;\S1/4;\H1.429x;” @15cm .25 1.20 1.20 .25 .25 \A1;Parrilla de varilla \S3/8;\H1.429x; ” f, @19cm en ambos sentidos \A1;4 varillas \S3/8;\H1.429x;” f, con estribos de \H0.7x;\S1/4;\H1.429x;” @15cm Zapata aislada de concreto reforzado con columna de 25×25 cm 1.20 PARAMENTOS RECTOS TRANSMISIÓN CORRECTA DE CARGAS APUNTE ISOMETRICO DE AMARRE DE CASTILLO EN MURO DE BLOCK D1 D1 D1 D2 D2 D3 D3 D4 D4 .15 .15 .05 vr4#3 E #2 @ 15cm .15 .15