Construction Details – Foundation DWG Detail for AutoCAD

Isometric CONSTRUCTION DETAILS

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

variable, isolated footing, column, rings of var. do not, cms., rods no, variable, cms., rings of var. do not, rods no, castle, concrete f’c, reinforced concrete, structural column, rings of var. do not, cms., rods no, structural column, reinforced concrete, structural castle, cms., rings of var. do not, concrete f’c, rods no, foundation, foundation of, cms., masonry, variable, variable, chain, running shoe, armed with cms rod., concrete f’c, foundation, rods no, rings of var. do not, shoe, foundation in adjoining, cms., rings of var. do not, dice, rods no, grill, rings of var. do not, cms., concrete f’c, male runs, var swings, male runs, foundation of, masonry, chain, variable, rods no, cms., rings of var. do not, concrete f’c, lock, male runs, var swings, male runs, concrete f’c, cms., rings of var. do not, rods no, concrete f’c, contratrabe, rods no, cms., rings of var. do not, poor concrete template, unscaled, lock, poor concrete template, concrete f’c, unscaled, concrete f’c, rings of var. do not, rods no, cms., variable, concrete f’c, unscaled, rods no, armed with cms rod.

Raw text data extracted from CAD file:

VARIABLE 1.20 ZAPATA AISLADA Z-2 COLUMNA K-2 ANILLOS DE VAR. No 2 (ALAMBRON) @ 12 cms. 8 VARILLAS No 3 VARIABLE 0.15 0.20 0.10 0.20 (ALAMBRON) @ 15 cms. ANILLOS DE VAR. No 2 4 VARILLAS No 3 CASTILLO K-1 Concreto f’c = 200 kg/cm2 DE CONCRETO ARMADO COLUMNA ESTRUCTURAL ANILLOS DE VAR. No 2 (ALAMBRON) @ 12 cms. 8 VARILLAS No 3 COLUMNA ESTRUCTURAL DE CONCRETO ARMADO DE CONCRETO ARMADO CASTILLO ESTRUCTURAL (ALAMBRON) @ 12 cms. ANILLOS DE VAR. No 2 Concreto f’c = 200 kg/cm2 4 VARILLAS No 3 CIMIENTO C-2 CIMIENTO DE (ALAMBRON) @ 12 cms. MAMPOSTERIA 0.75 0.30 VARIABLE 0.30 0.95 0.30 VARIABLE 0.30 CADENA DE DESPLANTE 0.18 ZAPATA CORRIDA ZC-1 ARMADO DE VARILLA DE 1/2″ @ 12 cms. CONCRETO F’c = 200 kg/cm2 CIMIENTO C-1 0.15 4 VARILLAS No 3 ANILLOS DE VAR. No 2 ZAPATA CIMENTACION EN COLINDANCIA 0.20 0.40 0.20 0.45 0.45 (ALAMBRON) @ 12 cms. ANILLOS DE VAR. No 2 DADO 4 VARILLAS No 4 PARRILLA ANILLOS DE VAR. No 2 (ALAMBRON) @ 12 cms. 0.15 Concreto f’c = 250 kg/cm2 2 VAR #6 CORRIDAS 2 VAR #4 COLUMPIADAS 3 VAR #6 CORRIDAS CIMIENTO DE MAMPOSTERIA CADENA DE DESPLANTE 0.25 VARIABLE 0.18 7 VARILLAS No 3 (ALAMBRON) @ 12 cms. ANILLOS DE VAR. No 2 Concreto f’c = 250 kg/cm2 TRABE T-1 3 VAR #6 CORRIDAS 2 VAR #4 COLUMPIADAS 2 VAR #6 CORRIDAS Concreto f’c = 200 kg/cm2 (ALAMBRON) @ 12 cms. ANILLOS DE VAR. No 2 6 VARILLAS No 3 Concreto f’c = 250 kg/cm2 CONTRATRABE CT-1 0.25 0.18 7 VARILLAS No 3 (ALAMBRON) @ 12 cms. ANILLOS DE VAR. No 2 PLANTILLA DE CONCRETO POBRE 0.08 SIN ESCALA SIN ESCALA TRABE PLANTILLA DE CONCRETO POBRE CONCRETO F’c = 200 kg/cm2 SIN ESCALA CONCRETO F’c = 200 kg/cm2 ANILLOS DE VAR. No 2 4 VARILLAS No 3 (ALAMBRON) @ 12 cms. 0.20 VARIABLE CONCRETO F’c = 200 kg/cm2 CONCRETO F’c = 200 kg/cm2 0.20 SIN ESCALA SIN ESCALA 6 VARILLAS No 4 ARMADO DE VARILLA DE 1/2″ @ 12 cms.