Foundations Details – Concrete Blocks System DWG Detail for AutoCAD

Foundations Details – Concrete Blocks System – caisson foundation

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

minimum, concrete floor, steel spigot in block column, wall of blocks rep.liso, runs est, monolithic concrete, compact filler, foundations, scale, compact filler, natural floor, concrete floor, steel spigot in block column, wall of blocks rep.liso in, finished concrete floor fleet, natural floor, concrete column, natural floor, concrete base, compacted fill, alternative, its T., det. mooring beam, scale, its T. psi, its T., det. columns, scale, mooring, filled cell, vain, see detail, run wall, reinforcement around door, scale, foundation block column, scale, beam column block, scale, foundations, scale, foundations, scale, foundations, scale, projection beam mooring, projection foundation, psi mortar filling, c.a.c., psi mortar filling, c.a.c., c.a.c., psi psi, f’c psi psi, psi mortar filling, vain, reinforcement around window, scale, n.p.a, foundation of, mooring beam, beam column, scale, c.a.c., f’c psi f’c psi psi, anchorage, squad of, c.a.c., corner column foundation, scale, section, c.a.c., psi psi, c.a.c., psi psi, c.a.c., f’c psi f’c psi psi, c.a.c., foundation column, scale, psi, anchorage, squad of, psi, anchorage, squad of, psi, anchorage, squad of, psi

Raw text data extracted from CAD file:

\A1;.30X.30 \A1;.10 \A1;.50 \A1;2.18 \A1;.25 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.40 \A1;.50 \A1;1.08 \A1;1.10 \A1;.25 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.40 \A1;.40 \A1;1.40 \A1;.25 \A1;.25 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.25 \A1;.25 \A1;.10 \A1;.40 MINIMO \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.07 \A1;.05 \A1;.23 \A1;.05 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.05 \A1;.05 \A1;.15 \A1;.15 \A1;1.00 \A1;.30 \A1;.40 \A1;.10 \A1;.40 \A1;.25 \A1;.10 \A1;.40 \A1;.40 \A1;.30 \A1;.30 \A1;.10 \A1;.25 \A1;.03 \A1;.03 \A1;.03 \A1;.0127 \A1;.0127 \A1;.04 \A1;.04 \A1;.04 \A1;.03 \A1;.0127 \A1;.0127 \A1;.04 PISO DE HORMIGON ESPIGA DE ACERO #4 EN COLUMNA DE BLOQUE PARED DE BLOQUES + REP.LISO 2 #4 CORRIDAS EST #2 @ .30 m HORMIGON MONOLITICO 5 5 5 5 RELLENO COMPACTO CIMIENTOS ESCALA 1 : 20 C 1 5 .10 RELLENO COMPACTO SUELO NATURAL PISO DE HORMIGON ESPIGA DE ACERO #4 EN COLUMNA DE BLOQUE PARED DE BLOQUES + REP.LISO EN A/C C 2 C 3 PISO DE HORMIGON ACABADO A FLOTA 5 .10 .10 .10 SUELO NATURAL C 4 COLUMNA DE HORMIGON 2 # 3 EST.#2 @ .30m SUELO NATURAL BASE DE HORMIGON 15 X 15 RELLENO COMPACTADO 2 # 4 EN A/D 5 5 ALTERNATIVA 1 2 # 4 EST. #2 @ .30 DET. VIGA DE AMARRE ESCALA 1 : 10 2 # 4 EST. #2 @ .30 HORM.3000 P.S.I 3 # 4 EST. #2 @ .30 DET. COLUMNAS ESCALA 1 : 10 DE AMARRE 0.5 2.18 0.25 1#4 CELDA RELLENA VANO VER DETALLE C1 PARED CORRIDA REFUERZO ALREDEDOR DE PUERTA ESCALA 1 : 25 FUNDACION – COLUMNA BLOQUE ESCALA 1 : 10 VIGA – COLUMNA BLOQUE ESCALA 1 : 10 CIMIENTOS ESCALA 1 : 20 CIMIENTOS ESCALA 1 : 20 CIMIENTOS ESCALA 1 : 20 0.0999999999999773 0.4 0.1 0.4 PROYECCION VIGA AMARRE PROYECCION FUNDACION RELLENO MORTERO f’m=115.10 kg/cm2 1.638 psi 2 # 4 Est.#2@.30m c.a.c. 1#4 RELLENO MORTERO f’m=115.10 kg/cm2 1.638 psi 2 # 4 Est.#2@.30m c.a.c. 0.25 2 # 4 Est.#2@.30m c.a.c. 2 # 4 Est.#2@.30m c.a.c. f’c=3.000 psi fy= 40.000 psi f’c =2.500 psi fy= 40.000 psi 0.25 0.1 0.1 0.3 0.3 0.1 0.1 0.3 1#4 RELLENO MORTERO f’m=115.10 kg/cm2 1.638 psi VANO 0.3999999999999773 REFUERZO ALREDEDOR DE VENTANA ESCALA 1 : 25 N.P.A N.P.A 0.5 5 1.100000000000023 0.25 FUNDACION DE VIGA DE AMARRE VIGA – COLUMNA ESCALA 1 : 10 0.2999999999999545 0.2999928092316168 0.1000000000000227 0.0999999999999545 2 # 4 Est.#2@.30m c.a.c. 2 # 4 Est.#2@.30m c.a.c. f’c viga=3.000 psi f’c col.=3.000 psi fy= 40.000 psi 0.3995139123501759 0.3999999999999773 1.399999999999977 1.0 ANCLAJE #4 ESCUADRA DE 3 # 4 Est.2#2@.30m c.a.c. 0.3000000000000455 0.4 0.1 COLUMNA EN ESQUINA – FUNDACION ESCALA 1 : 10 SECCION 3 # 4 Est.#2 @.40m c.a.c. f’c=3.000 psi f’y= 40.000 psi 2 # 4 Est.#2 @.30m c.a.c. f’c=2.500 psi f’y= 40.000 psi 5 0.25 0.0999999999999318 3 # 4 Est.2#2@.30m c.a.c. f’c fund.=2.500 psi f’c col.=3.000 psi fy= 40.000 psi 5 5 0.2999928092336404 0.2991520465044232 2 # 4 Est.#2@.30m c.a.c. 2 # 4 Est.#2@.30m c.a.c. 0.0999999999999091 0.25 FUNDACION – COLUMNA ESCALA 1 : 10 5 5 5 .0127 .0127 5 5 5 5 .0127 .0127 5 .07 5 5 .05 0.1 5 5 0.3997074700161534 0.3997074700161534 5 5 0.3999999999999773 f’y= 40.000 psi ANCLAJE #4 ESCUADRA DE f’y= 40.000 psi 0.3997074700161534 5 0.3997074700161534 5 0.3997074700160965 0.3997074700160965 5 5 ANCLAJE #4 ESCUADRA DE f’y= 40.000 psi ANCLAJE #4 ESCUADRA DE f’y= 40.000 psi 5 5 .15 .15