Foundation Plane And Details DWG Detail for AutoCAD

Foundation plane of cabin with flagstone at second floor and details

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

harrow, quantity, scale:, shoe type, mesh, its T, scale:, support reinforcement, see floor slab, mesh, lightened slab, note, all the elements of should have a characteristic cylindrical resistance the days of the structural steel will be corrugated of high resistance elastic limit of the coatings in footings will be of in columns beams of cm in slabs of cm. Table of overlaps: diameter overlap cm cm admissible effort of the floor assumed the level of friction of the footings will be the one that in agreement study of floors guarantees a resistance equal superior the assumed one will be emptied on a folder of cm of poor concrete. the joists must withstand an overload of, Cyclopean concrete, stair start, axis

Raw text data extracted from CAD file:

\A1;5.52 \A1;5.52 \A1;4.50 \A1;4.50 \A1;0.50 \A1;0.50 \A1;Est d6c/20 \A1;1.00 \A1;Est d6c/20 \A1;5.52 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.12 \A1;0.38 \A1;0.12 \A1;0.12 \A1;0.38 \A1;0.50 \A1;0.12 \A1;Variable \A1;0.05 \A1;0.38 \A1;1.89 \A1;0.88 \A1;4.00 \A1;3.38 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;3.08 \A1;1.42 \A1;1.08 \A1;0.97 \A1;0.92 \A1;3.02 \A1;0.69 \A1;1.40 \A1;1.50 \A1;2.23 \A1;2.23 \A1;5.52 \A1;5.52 \A1;4.00 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.00 \A1;6.94 \A1;12.95 \A1;11.75 \A1;12.95 \A1;11.77 \A1;0.20 \A1;0.20 \A1;2.23 \A1;2.76 \A1;4.99 \A1;3.93 \A1;0.40 \A1;0.40 \A1;3.92 \A1;2.76 \A1;2.76 \A1;1.05 \A1;3.93 \A1;1.50 \A1;4.50 \A1;1.50 \A1;4.50 \A1;6.94 a grada C A 0.2 0.2 > 0.05 1 4d12 Estd6c/20 5 5 0.05 0.1998312893104867 4d12 Cantidad 17 5d12c/20 Escala: 1:20 ZAPATA TIPO A 5d12c/20 0.2 Malla d6/C20 Est d6c/20 0.8 0.12 Escala: 1:20 5 0.12 Refuerzo en apoyo Ver Planta Losa 0.12 5 5 Malla d6c/25 0.12 5 0.05 LOSA ALIGERADA 5 NOTA 1.- Todos los elementos de hormigón, deberán tener una resistencia cilíndrica característica a los 28 días de 210 Kg/cm2. 2.- El acero estructurál será corrugado de alta resistencia y límite elástico de 4200 Kg/cm2. 3.- Los recubrimientos en zapatas serán de 5 cm, en columnas y vigas de 2.5 cm y en losas de 2 cm. 4.- Tabla de traslapes: Diámetro Traslape mm cm 6 25 8 30 10 35 12 45 16 60 20 70 25 90 5.- Esfuerzo admisible del suelo asumido 1.2 Kg/cm2. 6.- El nivel de desplante de las zapatas será el que de acuerdo a estudio de suelos garantice una resistencia igual o superior a la asumida y se vaciarán sobre una carpeta de 10 cm de hormigón pobre. 7.- Las viguetas deberán soportar una sobrecarga de 250 Kg/cm2. 2.225001110294897 2.759999239407307 5 0.8799999999998818 4.0 5 4.985001923168056 3.934999999999945 0.1999999999998181 0.4000000000000909 0.2000000000000455 0.1999999999999318 0.3999999999998636 0.1999999999998181 0.4000000000000909 3.919999999999959 5 2.7599996502978 3.080000000000155 1.419999999999845 1.079998076831998 1.050001923168111 3.934999999999945 0.9681597577928187 0.9199999999998454 5 0.6900000000000546 1.399999999999864 A A 1.495000000000232 1.504999999999882 2.225001110294897 4.5 2.225001110294897 1.504999999999882 4.5 6.944999999999936 5.519998889705107 5.519998889705107 4.0 0.7000000000000455 0.7000000000000455 0.7000000000000455 0.7000000000000455 0.7000000000000455 5 0.7000000000000455 0.7000000000000455 4.0 6.944999999999936 12.94999999999982 5 12.94999999999982 5 1 2 3 4 5 5 4 3 2 1 B C D E E D C B V 20×30 V 20×30 V 20×40 V 20×40 E D D E 4 3 3 4 5.519998889705107 5.519998889705107 4.500060900001813 4.500060900001813 2d10/Vig 3d12 Hormigón ciclopeo 5 5 Arranque escalera 3d12 5 1.0 B V 20X30 EJE 1 A 3d12 2d12 5 5.520000000000095