Details Cimentacion DWG Detail for AutoCAD

Details: isolated footings; run shoe; League locks; enclosure; Load beams and slab.

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

alloy fence, lock, cm., lock, cm., lock, stirrups, lock, lock, stirrups, of slab, of course, cm., shoe of colindancy, in both directions., cm., simple, concrete template, concrete, in both directions., cm., simple, concrete template, intermediate shoe, cm., concrete, cm., cm.

Raw text data extracted from CAD file:

0.20 0.40 -637.4164799674045 -637.4164799674045 TL-1 Trabe de Liga 5 5 C-1 K-1 0.1499999999999773 0.2499999999998181 0.15 0.25 0.20 0.20 C-2 -59.63433394432901 -59.63433394432901 4 Ø # 4 TRABE T-2 2 Ø # 4 2 Ø # 4 2 Ø # 4 e # 3 @ 10 cm L/4 5 e # 3 @ 10 cm L/4 0.15 6 Ø # 3 e # 2 @ 20 cm. TRABE 0.35 T-1 2 Ø # 3 2 Ø # 3 2 Ø # 3 A B e # 2 @ 20 cm. e # 2 @ 20 cm. TRABE T-2 TRABE T-1 (CERRAMIENTO TIPO) 0.1999999999998181 5 4 Ø # 5 Estribos # 3 6 Ø # 5 TRABE T-3 2 Ø # 5 2 Ø # 5 2 Ø # 5 e # 3 @ 10 cm L/4 5 e # 3 @ 10 cm L/4 TRABE T-3 0.2499999999998179 5 Estribos # 3 \A1;0.20 \A1;0.40 \A1;0.35 \A1;Detalle de Losa (Claro Corto) 5 5 5 0.10 \S1/4; de claro \S1/2; de claro \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.05 2 Ø # 3 e # 2 @ 20 cm. ZAPATA DE COLINDANCIA Z-2 4 Ø # 4 -26.47637552654817 5 -26.47637552654817 0.60 -26.47637552654817 -26.47637552654817 en ambos sentidos. Ø # 3 @ 15 cm. simple f’c=100 kg/cm2. Plantilla de concreto Concreto f’c=250 kg/cm² 5 en ambos sentidos. Ø # 3 @ 15 cm. simple f’c=100 kg/cm2. Plantilla de concreto ZAPATA INTERMEDIA Z-1 2 Ø # 3 e # 2 @ 20 cm. 4 Ø # 4 -26.47637552654817 5 5 -26.47637552654817 -26.47637552654817 -26.47637552654817 Concreto f’c=250 kg/cm² 5 \A1;0.45 \A1;0.80 \A1;0.60 \A1;0.45 Z-4 1.000000000000146 5 5 0.3500000000000228 0.5 0.6000000000001365 0.9999999999998863 1.0 0.5 0.5 Z-4 0.40 \U+22050.40 \A1;0.60 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.35 \A1;0.10 \A1;0.15 \A1;0.50 \A1;1.00 \A1;0.50 \A1;1.00 \A1;0.50 \A1;e # 3 @ 10 cm L/4 \A1;e # 3 @ 15 cm. \A1;e # 3 @ 10 cm L/4 \A1;0.15 \A1;e # 3 @ 10 cm L/4 \A1;e # 3 @ 15 cm. \A1;e # 3 @ 10 cm L/4 \A1;0.25 \A1;0.50