Details Cimentacion DWG Detail for AutoCAD

Details Cimentacion DWG Detail for AutoCAD

Details cimentacion several housing

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

minimum, concrete floor, steel spindle in block column, wall tile, racing is, monolithic concrete, compact filling, foundations, scale, compact filling, natural soil, concrete floor, steel spindle in block column, wall of blocks rep.liso in, finished concrete floor fleet, natural soil, concrete column, natural soil, concrete base, compacted fill, alternative, its T., det. mooring beam, scale, its T. psi, its T., det. columns, scale, of mooring, stuffed cell, vain, see detail, wall race, reinforcement around door, scale, foundation column block, scale, beam block column, scale, foundations, scale, foundations, scale, foundations, scale, projection beam mooring, foundation projection, mortar psi, c.a.c., mortar psi, c.a.c., c.a.c., psi psi, psi psi psi, mortar psi, vain, reinforcement around window, scale, n.a., foundation of, mooring beam, column beam, 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., column foundation, 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

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, base, cimentacion, DETAIL, details, DWG, FOUNDATION, foundations, fundament, Housing