Cement Block Walls Details DWG Detail for AutoCAD

Details – specifications – sizing

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

it is., zco is., detalle columna, it is., zco is., detalle columna, East. cm, npt:, Tensor detalle, esc:, npt:, East. cm, Tensor detalle, esc:, East., detachment of viga de fundacion esc:, ref. green., East., detachment of viga de fundacion esc:, ref. green., cmc in a.s, detachment of columna zapata, cmc in a.s, detachment of columna zapata, sin escala., in wind. puertas, det. of cargadero, is cm, grapa no. cm, concreto f’c, detachment of cruce medio en pared, sin escala., det. block emplear, sin escala., in block solera, grapa no. cm, in junta of blocks, no., puerta ventana, det. from mooring to emplear block, sin escala., esquina de pared, sin escala., no., concreto f’c, grapa no. cm, columna, cm in as., relleno compacto., columna, cm in as., relleno compacto., detalle columna zapata transverse body: esc:

Raw text data extracted from CAD file:

5 5 5 8 # 8 ZCE 2 EST. # 4 @ 0.20 ZCO 2 EST. # 4 @ 0.10 DETALLE COLUMNA C-1: ESC:1:100 4 # 6 ZCE 2 EST. # 4 @ 0.20 ZCO 2 EST. # 4 @ 0.10 DETALLE COLUMNA C-2: ESC:1:100 5 5 5 4 # 5 4 # 4 EST. # 2 @ 10 cm 5 5 5 NPT: 0+0.00 DETALLE DE TENSOR T-1: ESC: 1:100 5 5 5 5 NPT: 0+0.00 4 # 4 EST. # 2 @ 10 cm DETALLE DE TENSOR T-2: ESC: 1:100 0.20 0.20 0.30 0.30 0.30 0.30 0.05 0.050 5 5 0.075 5 5 6 # 6 EST. # 3 @ 0.15 DETALLE DE VIGA DE FUNDACION VF-1: ESC: 1:100 REF. VERT. N\U+00BA 2 @ 40 VF-1 0.40 1.00 0.050 0.40 0.60 0.075 0.050 0.30 5 0.075 5 5 6 # 6 EST. # 3 @ 0.15 DETALLE DE VIGA DE FUNDACION VF-2: ESC: 1:100 REF. VERT. N\U+00BA 2 @ 40 VF-2 0.50 0.50 0.04 0.30 0.30 0.04 # 4 @ 10 cmC EN A.S 5 5 C-1 5 5 DETALLE DE COLUMNA C-1 Y ZAPATA Z-1: ESC:1:100 # 4 @ 10 cmC EN A.S DETALLE DE COLUMNA C-2 Y ZAPATA Z-2: 5 5 5 5 C-2 ESC:1:100 SIN ESCALA. EN VENT. Y PUERTAS DET. DE CARGADERO 2#3, EST #2@15 Cm 5 5 0.20 0.15 0.40 0.15 0.15 0.15 0.40 0.15 GRAPA No. 2 @ 20 cm CONCRETO f’c = 210 kg/cm2 DETALLE DE CRUCE MEDIO EN PARED 0.15 4No. 3 5 SIN ESCALA. 5 5 DET. DE BLOQUE A EMPLEAR SIN ESCALA. 5 EN BLOCK SOLERA GRAPA No. 2 @ 60 cm EN JUNTA DE BLOQUE 2 No. 3 PUERTA O VENTANA 5 DET. DE AMARRE EN BLOQUE A EMPLEAR SIN ESCALA. DETALLE DE ESQUINA DE PARED SIN ESCALA. 0.40 3 No. 3 CONCRETO f’c = 210 kg/cm2 GRAPA No. 2 @ 20 cm 0.15 1.80 1.80 0.50 0.50 1.00 1.00 0.30 0.30 0.40 0.15 1.80 0.70 0.60 0.40 1.70 1.00 0.42 1.02 0.36 0.24 0.50 0.30 0.30 0.60 0.40 1.00 0.050 0.075 5 0.4200000000000159 0.3600000000000136 0.2400000000000091 COLUMNA 0.50X0.50 M NPT= 0+0.00 VF-1 VF-1 # 5 @ 20 cm EN AS. # 5 @ 20 cm EN AS. RELLENO COMPACTO. RELLENO COMPACTO. 1.020000000000039 0.30 1.799999999999955 0.7000000000000455 0.6000000000000227 0.3999999999999773 COLUMNA 0.50X0.50 M NPT= 0+0.00 VF-1 VF-1 # 5 @ 20 cm EN AS. # 5 @ 20 cm EN AS. RELLENO COMPACTO. RELLENO COMPACTO. 1.700000000000045 5 DETALLE COLUMNA Y ZAPATA CORTE TRANSVERSAL: ESC: 1:100 DETALLE COLUMNA Y ZAPATA CORTE TRANSVERSAL: ESC: 1:100