Foundation Plan DWG Plan for AutoCAD

Foundation plan of a house which consists of various details of foundations

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

n.p.t., column elevation, first floor, esc., n.f.p., concrete cement, e.g. maximum, concrete cement, p.m. maximum, overcoming, foundation, n.t.n., lateral cm., seismic seal, foundation detail, esc:, cut:, n.t.n., cut:, plant: foundation, dilatation meeting, metalic see details, tank, nfc, nfc, cut, øs see plate plant, esc., cut, esc., cut, concrete filling, ownership limit, foundation, npt, detail of, duct of, inspection, column table, kind, esc., floor, cistern wall, plate detail, esc:, detail, esc., metallic pipe, npt, elevation of, in vain of doors, first floor, esc., n.exc, detail you, flooring: poor concrete, n.exc, nfp, armed uprising, nfc, concrete filling, øs see plate plant, tank, esc:, fº cº, metal iron, welded hooks, npt, stairway detail #

Raw text data extracted from CAD file:

0.00 N.P.T. + 2.05 2.15 2.875 1.475 2.95 1.40 1.55 2.15 4.05 3.65 .25 2.80 .925 2.75 3.30 2.150 1.250 2.65 2.80 2.85 3.65 4.05 2.15 1.55 .125 1.175 1.475 .70 1.55 .70 .23 1.250 .275 1.125 .75 1.825 2.85 1.025 1.325 1.625 .625 .000 1.275 .775 1.025 .125 .125 .125 2.75 1.20 1.425 1.075 2.325 .075 .075 \A1;.10 \A1;.80 \A1;.08 \A1;.30 \A1;.40 \A1;.30 \A1;.20 \A1;.10 \A1;.80 \A1;.30 \A1;.20 \A1;.10 \A1;.80 \A1;.40 \A1;.20 \A1;.10 \A1;.30 \A1;.70 \A1;.15 \A1;.80 \A1;.70 \A1;.50 \A1;.50 \A1;.40 \A1;.15 \A1;.15 \A1;.80 \A1;.20 \A1;.10 \A1;.30 \A1;.40 \A1;.40 1.250 .625 .075 \A1;.50 \A1;.60 \A1;.70 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.50 \A1;.60 \A1;.70 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.40 \A1;.15 \A1;.30 \A1;.15 \A1;.20 \A1;.50 \A1;.30 \A1;.15 \A1;.53 \A1;.15 \A1;1.80 \A1;.15 \A1;.35 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.65 \A1;.20 \A1;.30 \A1;.15 1.675 \A1;1.70 \A1;.15 \A1;.15 \A1;.75 \A1;1.20 \A1;3.25 \A1;.20 \A1;.20 A B C D E F H I J K A B C D E F H I J K 1 1 3 3 6 2 4 5 7 7 4′ G \A1;.70 \A1;.65 \A1;.10 \A1;.15 \A1;.10 \A1;.50 \A1;.40 \A1;.20 \A1;.30 \A1;.10 \A1;.10 \A1;1.20 \A1;.50 \A1;.70 \A1;.25 \A1;.50 \A1;.100 \A1;.50 \A1;3Ø3/8″ \A1;.15 \A1;.40 2.025 .125 .100 \A1;.30 \A1;.20 \A1;.15 \A1;.44 \A1;.50 \A1;.12 \A1;.15 \A1;.05 \A1;.15 \A1;.69 \A1;.75 \A1;.12 \A1;.05 \A1;.15 \A1;.40 \A1;.15 \A1;1.75 \A1;.15 \A1;.90 \A1;.15 \A1;.20 \A1;.95 \A1;.40 \A1;1.00 \A1;.30 \A1;2.10 \A1;.15 \A1;.20 \A1;1.15 \A1;.25 \A1;.20 \A1;1.75 \A1;.15 \A1;1.70 \A1;.15 \A1;1.00 \A1;.15 \A1;.10 \A1;2.65 \A1;.10 \A1;.30 \A1;.50 \A1;1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 B C D E F H I J K A B C D E F H I’ J K 1 1 3 3 6 2 4 5 3 3 5 5 5 7 7 5 2” C’ 2 5 5 6 5 5 4 4′ 4′ 5 5 5 5 ELEVACION COLUMNA PRIMER PISO ESC. 1/25 0.10 N.F.P. + CEMENTO + HORMIGON 1:10 + 30 % P.G. MAXIMO 6″ CEMENTO + HORMIGON 1:8 + 25 % P.M. MAXIMO 3″ SOBRECIMIENTO CIMIENTO N.F.P.+ 0.10 5 5 .70 5 N.F.P.+ 0.10 N.F.P.+ 0.10 N.F.C.- 1.00 N.T.N. ± 0.00 5 5 5 Lateral 2.5 cm. Junta sismica 5 5 .20 5 .30 N.F.P.+ 0.10 5 DETALLE DE CIMIENTO ESC: 1/25 CORTE: 1-1 CORTE: 5-5 CORTE: 2-2 CORTE: 4-4 CORTE: 3-3 5 N.T.N. ± 0.00 CORTE: 2-2 CORTE: 3-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA: CIMENTACION Junta de Dilatacion 1″ Junta de Dilatacion 1″ Junta de Dilatacion 1″ C-1 C-1 C-1 C-1 C-1 C-5 C-3 C-1 C-3 C-5 C-6 C-7 C-1 C-1 C-3 C-1 C-8 C-8 C-8 C-8 C-8 C-8 C-1 C-9 C-11 C-11 C-9 C-4 C-10 C-4 \A1;columna metalica 4″ e=1/4″ VER DETALLE “A” C-2 C-1 C-8 C-11 C-11 PL-3 PL-2 PL-4 PL-9 PL-6 PL-7 PL-11 A A 5 5 5 1 1 1 1 1 1 2 2 2 2 B B CISTERNA NFC – 1.55 NFC – 1.55 SUB-CIMIENTO NFC – 1.55 SUB-CIMIENTO 3 3 3 3 3 3 3 3 5 5 5 5 3 3 3 3 2 2 B B 1 1 A A 1 1 1 1 A A 1 1 1 1 1 1 1 1 4 4 4 4 4 4 NPT.+0.15 (MINIMO) NFC.-1.10 5 5 CORTE A-A 5 Øs ver planta de placas 5 5 Ø3/8″ @.30 5 ESC. 1/25 NPT.+0.15 (MINIMO) NFC.-1.10 5 5 CORTE B-B 5 5 5 5 ESC. 1/25 B B PL-1 CORTE X-X 5 5 5 5 5 N EXC.-1.70 5 5 5 5 5 RELLENO CONCRETO 1:10 Limite de propiedad 5 CIMiENTO NPT + 0.15 NFC-1.55 DETALLE DE DUCTO DE INSPECCION .60x.60 5 5 5 1Ø1/2″@0.20 1Ø1/2″@0.25 1Ø1/2″@0.20 1Ø1/2″@0.25 X CUADRO DE COLUMNAS TIPO C-2 C-1 C-4 ESC. 1/25 C-5 C-6 b x t 5 5 5 5 PISO 1º PISO 5 5 5 5 5 5 X C-1 C-1 PL-3 C-7 5 G G C-4 1 1 MURO DE CISTERNA B B PL-4 5 5 C-1 PL-11 5 5 DETALLE DE PLACAS ESC: 1/25 N.F.C.- 1.00 N.F.C.- 1.00 N.F.C.- 1.00 N.F.C.- 1.00 5 PL-9 C-8 C-7 PL-7 5 5 5 (MINIMO) NFC.-0.70 5 DETALLE “A” 5 5 5 5 ESC. 1/25 e=1/4″ TUBO METALICO 4″x4″ 5 C-8 C-1 PL-8 PL-6 VC (.25x.50) VC (.25x.50) PL-8 5 5 C-11 C-1 NPT + 0.15 ELEVACION DE 4 Ø 3/8″ EN VANO DE PUERTAS 5 5 5 PRIMER PISO ESC. 1/25 5 5 5 5 5 N.EXC -1.00 DETALLE VC SOLADO: Concreto Pobre 1:12 N.EXC -1.10 5 5 NFP + 0.10 3Ø3/8″ SOBRECIMIENTO ARMADO C-8 VC (.25x.50) C-4 C-3 C-4 C-3 VC (.25x.50) VC (.25x.50) 5 5 5 VC (.25x.50) 5 5 NFC – 1.55 SUB-CIMIENTO VC (.25x.50) 5 5 PL-1 RELLENO CONCRETO 1:10 VC VC (.25x.50) 5 5 \A1;.20 \A1;.40 \A1;.15 \A1;.40 5 5 5 5 5 5 \A1; 5 5 5 5 5 5 \A1; 5 5 C-8 C-9 C-10 5 5 PL-2 5 5 5 5 5 5 PL-5 PL-10 5 5 5 5 5 5 C-8 C-8 C-8 PL-10 5 5 5 5 5 Øs ver planta de placas 5 5 PL-5 C-8 CISTERNA ESC: 1/25 5 5 5 e=1/2″ PL 12″x12″ Fº Cº Ø 5/8″ A PLANCHA METALICA GANCHOS SOLDADOS NPT + 0.15 5 5 5 NPT.+0.15 \A1;Ø3/8″@.20 DETALLE DE ESCALERA Nº 1