Bed Room DWG Plan for AutoCAD

Room 2 storey home plans, installations

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

hydraulic plant high, grille, poor concrete template, die, thread, tabicon, wall of fuse, electrowelded mesh, firm, string of rebar, northeast facade, southwest facade, bb, cut aa, low floor, plant pottery high, ground floor, upper floor, roof plant, hydraulic ground floor, sisterna, foundations, castles

Raw text data extracted from CAD file:

0.40 \A1;6.2000 \A1;3.9750 \A1;4.7250 4.50 4.05 3.30 3.60 2.55 0.45 2.30 3.60 0.30 11.00 9.30 0.15 0.30 0.90 0.45 1.05 0.30 0.15 0.15 1.50 3.05 95 0.30 8.40 5.10 15.20 1.80 4.40 0.30 3.30 4.50 4.50 0.30 0.30 0.30 0.30 2.95 0.30 1.00 3.00 0.15 0.15 0.15 120 0.30 1.65 2.95 1.50 .85 1.35 0.90 0.90 0.40 3.00 6.00 0.30 6.20 0.50 1.50 1.20 0.15 0.15 0.30 1.00 4.05 2.85 9.00 0.65 11.00 1.05 1.05 0.90 2.40 0.30 0.15 1.05 0.90 2.95 15.20 0.15 3.85 0.30 0.15 2.40 4.80 0.15 0.15 0.15 3.30 0.35 1.40 0.30 3.00 6.00 4.40 6.20 0.15 0.15 0.15 1.65 1.10 2.90 0.30 3.75 0.65 \A1;140 \A1;160 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;PP 15X15 HIDRAULICA PLANTA ALTA \fArial|b0|i0|c0|p34;Ø50 d110 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;Ø50 baja d110 d110 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;PP 15X15 baja d110 \A1;0.6000 \A1;1.0000 \A1;0.6000 \A1;0.6000 \A1;1.0000 \A1;1.0000 \A1;0.6000 \A1;1.0000 \A1;1.0000 \A1;0.8000 \A1;0.8000 \A1;1.0000 \A1;0.8000 \A1;0.6000 \A1;0.8000 \A1;.3000 \A1;.1500 \A1;.3000 \A1;.1500 \A1;.1500 \A1;.2000 \A1;.1500 \A1;.1500 \A1;.1500 \A1;.1500 \A1;.1500 \A1;.2000 K3 \A1;0.8000 \A1;0.8000 6d 5/8″ E 3/8″ a/c 15 cms PARRILLA PLANTILLA DE CONCRETO POBRE 6 d 1/2″ E 3/8″ a/c 15cms DADO Al hilo 13x20x40cms. tabicon MURO DE ENRASE 6-6/10-10. Malla electrosoldada de FIRME 4 d 3/8″ E 1/4″ a/c 15 cms. CADENA DE DESPLANTE 1.00 0.35 0.30 0.35 1.20 0.65 0.05 0.50 0.15 0.15 0.05 0.20 0.45 0.20 \A1;1.7250 \A1;3.9000 \A1;1.2750 \A1;3.5250 \A1;4.4750 \A1;14.9000 \A1;4.4500 \A1;1.7500 \A1;2.6497 \A1;1.3253 \A1;1.2000 \A1;3.5250 \A1;2.7000 \A1;1.5750 \A1;1.7250 \A1;4.7000 \A1;3.0000 \A1;3.0970 \A1;4.9780 \A1;2.6250 \A1;3.0000 FACHADA NORESTE FACHADA SUROESTE 0.40 +3.00 +0.40 +0.20 +0.00 COERTE B-B +0.30 +0.20 CORTE A-A +3.00 +0.40 LOZA PLANTA BAJA LOZA PLANTA ALTA 5 5 5 PLANTA BAJA 4.50 4.05 +0.00 3.30 3.60 2.55 0.45 2.30 3.60 0.30 11.00 9.30 0.15 0.30 A 0.90 +0.40 0.45 B +0.00 1.05 0.30 +0.20 0.15 0.15 1.50 A 3.05 95 0.30 8.40 5.10 15.20 1.80 4.40 0.30 3.30 4.50 4.50 0.30 0.30 0.30 0.30 +0.20 +0.00 2.95 0.30 1.00 3.00 0.15 +0.40 +0.40 0.15 0.15 120 0.30 1.65 2.95 1.50 .85 1.35 0.90 0.90 +0.40 0.40 3.00 +0.20 +0.40 B +0.00 +0.20 6.00 0.30 6.20 +0.20 0.50 1.50 1.20 0.15 0.15 0.30 1.00 4.05 +3.00 2.85 9.00 0.65 11.00 1.05 A B 1.05 0.90 2.40 0.30 0.15 A 1.05 0.90 2.95 15.20 0.15 3.85 0.30 0.15 2.40 4.80 0.15 0.15 +3.00 +3.00 0.15 3.30 0.35 1.40 0.30 3.00 B 6.00 4.40 6.20 0.15 0.15 0.15 1.65 1.10 2.90 0.30 +3.00 3.75 0.65 PLANTA ALTA PLANTA TECHO 140 160 E. G. \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;PP 15X15 HIDRAULICA PLANTA ALTA \fArial|b0|i0|c0|p34;Ø50 d110 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;Ø50 baja d110 d110 \fArial|b0|i0|c0|p34;Ø50 \fArial|b0|i0|c0|p34;PP 15X15 baja d110 d64 \fArial|b0|i0|c0|p34;PP 15X15 d110 d50 d50 d64 d64 \fArial|b0|i0|c0|p34;PP 15X15 \fArial|b0|i0|c0|p34;PP 15X15 HIDRAULICA PLANTA BAJA d110 baja d110 Sisterna d110 d110 baja d110 d110 \fArial|b0|i0|c0|p34;PP 15X15 d110 \fArial|b0|i0|c0|p34;CI 40×40 d64 Datos Sisterna H=2m A=1.5m L=2.25 T=6.75 m3 Consumo de agua por persona 4 personas- 200 lts/P x 4 = 800 * 3=2400 Tinaco 1100 = 1100 Extra reseva = 2400 Total de lts = 5900lts = 5.9 m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Nivel / Tipo K1 K2 K3 1 0 2 1 .3000 .1500 .3000 .1500 .1500 .2000 .1500 .1500 .1500 .1500 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 .1500 .2000 K2 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K2 ZA ZA ZA ZA ZA ZA 5 5 ZC ZC ZC ZC ZC ZB ZB ZB ZB ZB ZB PLANTA BAJA PLANTA ALTA CIMENTACION CASTILLOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5