Drawer Foundation DWG Block for AutoCAD

Drawer FOUNDATION OF A HOTEL IN COLOGNE COUNTESS

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

bmw, permeable area, vehicular access, street colima, building of value, basement, Roma colony, arq, draft, address, scale, dimension, date, flat, key, hotel col. north roma, October, basement, meters, ascesor, student, Hernandez Vargas, sandra paola, colima street no. cabbage. Rome, north of the. cuauhtémoc, n.p.t., historical, built, scale, arq. Guillermo Hoyos, goes up, elevator, fourth, machines, graphic scale, n.b., low basement, climb n.b., pend, n.p.t., n.b., n.p.t., n.p.t., schematic cut, basement, n.p.t., parking cots, parking drawer for, people with different abilities, cxf, cxf, first level, n.p.t., n.b., n.p.t., n.p.t., schematic cut, permeable area, building, axis, axis b ‘, addition, axis, addition, npt, nct, parking lot, reinforced concrete reinforced concrete with welded mesh, schematic cut, axis, axis, addition, addition, npt, nct, parking lot, addition, addition, axis, axis, axis, axis, addition, addition, addition, contratrabe, column, var., Wall, Reinforced concrete wall reinforcement grills var. quatrapeada esp., contratrabe, addition, contratrabe, column, var., Wall, Reinforced concrete wall reinforcement grills var. quatrapeada esp., Wall, Reinforced concrete wall reinforcement grills var. quatrapeada esp., Wall, Reinforced concrete wall reinforcement grills var. quatrapeada esp., addition, contratrabe, building, addition, contratrabe, npt, nct, parking lot, detail contratrabes sisterna, section, foundation plans

Raw text data extracted from CAD file:

BMW 007 BMW 007 39 0,4 13,09 0,4 11,21 0,4 13,1 0,4 13,49 11,61 8,01 0,3 14,3 0,4 9,63 0,3 9,74 0,3 9,73 0,3 14,6 10,03 10,04 10,03 53,01 10,5 3 1 2 3 4 5 B A C ÁREA PERMEABLE 312 M2 ACCESO VEHICULAR CALLE COLIMA EDIFICIO DE VALOR SÓTANO 1 18 17 20 19 2 1 4 3 7 8 9 10 11 \T2.15;hotel colonia roma nte N N O T A S ARQ – 02 Proyecto Direccion Escala Acotación Fecha Plano Clave HOTEL COL. ROMA NORTE 1 : 1 0 0 OCTUBRE 25/2011 SÓTANO 1 metros Ascesor Alumno Hernández Vargas Sandra Paola CALLE COLIMA NO. 406- 412 COL. ROMA NORTE DEL. CUAUHTÉMOC 21 N.P.T. – 1.95 N.P.T. – 2.50 5 6 HISTÓRICO 1515 M2 CONSTRUIDOS ESCALA 1:100 ARQ. GUILLERMO HOYOS SUBE ELEVADOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 CUARTO DE MÁQUINAS 0 1 2 4 10 ESCALA GRÁFICA N.B. + 0.00 – -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 -83.01385156179458 BAJA 1ER SÓTANO SUBE N.B. + 0.00 PEND 10% PEND 10% 1 2 3 4 5 N.P.T. + 18.10 N.P.T. + 14.90 N.P.T. + 11.50 N.P.T. + 8.10 N.P.T. + 4.70 N.P.T. + 2.30 N.B. + 0.00 N.P.T. – 3.00 N.P.T. – 6.20 N.P.T. + 1.30 – N.P.T. – 9.40 CORTE ESQUEMÁTICO SÓTANO 1 N.P.T. – 2.50 N.P.T. – 2.50 12 13 14 15 16 22 23 24 25 26 27 28 29 30 31 32 33 34 35 42 41 40 39 38 37 36 -83.01385156179458 41 CAJONES DE ESTACIONAMIENTO 1 CAJON DE ESTACIONAMIENTO PARA PERSONAS CON CAPACIDADES DIFERENTES E D -83.0138515617946 -83.0138515617946 B B´ CXF1 CXF 1 A A´ C C´ CXF2 CXF 2 #4@20 #4@20 PRIMER NIVEL 1 2 3 4 5 N.P.T. + 18.10 N.P.T. + 14.90 N.P.T. + 11.50 N.P.T. + 8.10 N.P.T. + 4.70 N.P.T. + 2.30 N.B. + 0.00 N.P.T. – 3.00 N.P.T. – 6.20 N.P.T. + 1.30 – N.P.T. – 9.40 CORTE ESQUEMÁTICO 6,77 5,8 6,43 6,01 23,12 4,59 5,4 4,57 7,06 6,33 38,4 8,12 3,93 5,8 6,43 2,84 3,05 2,95 29,45 4,22 5,02 5 5,04 5,01 5,02 25,31 108 113 123 108 123 108 93 77 63 46 63 47 123 102 107.5000000000045 # 4 @ 20 112.5000000000114 122.4999999999909 107.5000000000045 122.4999999999341 107.5000000000159 92.49999999998408 77.28289727775746 62.72059209376266 47.2770930864499 122.7295682647878 102.3018689338755 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 73 83 93 83 75 93 # 4 @ 20 # 4 @ 20 73.10743056125375 # 4 @ 20 # 4 @ 20 82.49999999995907 92.49999999997272 82.49999999995907 75.24977306893561 92.49999999994998 101 105 65 65 115 115 100 95 100.8409718798703 # 4 @ 20 104.9999999999955 64.99999999998636 64.99999999999773 115.0000000000205 115.0000000000205 99.99999090665597 94.79989937872233 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 123 105 65 65 115 115 100 117 78 65 85 85 72 85 85 85 85 85 85 100 123.276399919007 # 4 @ 20 104.9999999999955 64.99999999998636 64.99999999999773 115.0000000000205 115.0000000000205 99.99999090665597 117.2023758243768 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 77.96114887426029 # 4 @ 20 # 4 @ 20 64.99999999998636 84.9999999999909 85.00000000005912 72.42644355396806 84.99999999987722 # 4 @ 20 85.00000000008185 84.99999999989996 85.00000000005912 85.00000000005912 84.99999999994543 100.0000214093006 # 4 @ 20 # 4 @ 20 128 113 123 108 123 108 93 77 63 47 123 102 101 83 93 83 101 93 46.37696158688414 62.7247283331144 # 4 @ 20 127.4999999999864 # 4 @ 20 112.5000000000114 122.4999999999909 107.5000000000045 122.4999999999341 107.5000000000159 92.49999999998408 77.28289727775746 62.72059209376266 47.2770930864499 122.7295682647878 102.3018689338755 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 # 4 @ 20 100.590420835988 # 4 @ 20 # 4 @ 20 82.49999999995907 92.49999999997272 82.49999999995907 101.3248500888494 92.49999999994998 240 240 240 240 50 85 40 40 50 85 85 240 240 240 240 240 85 240 240 50 40 40 40 40 40 40 50 A . E L . A L R A B I V N I V R E S P O R T S P E I R I V . R A Z A A . H M I . . A A D D A N . O C I N A L . V T O O N M O C I X M D . . E 2 3 4 5 A ÁREA PERMEABLE B D E G I C 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 TR-1 TR-1 CT-1 CT-1 CT-1 CT-1 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 TR-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-4 CT-10 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 5 5 5 1 5 6 7 8 9 10 11 12 D E C F H 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 C-2 C-2 C-2 C-2 C-2 C-2 9´ 9´´ E´ CT-6 CT-6 CT-7 CT-7 CT-9 CT-6 CT-6 CT-7 CT-7 CT-9 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-5 CT-4 CT-10 CT-6 CT-6 CT-9 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 M-1 M-1 M-1 M-1 M-1 M-1 CT-3 TR-3 TR-3 TR-10 CT-6 CT-6 CT-8 CT-8 CT-9 CT-11 M-1 M-1 M-1 M-1 M-1 M-1 M-3 M-2 M-2 M-2 M-2 M-2 M-2 5 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 CT-1 CT-1 CT-1 CT-2 CT-2 CT-2 CT-1 CT-1 CT-1 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 EDIFICIO A h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 h=10 EJE B, C, D, E, G 0.40 2.40 EJE B’ 0.40 0.85 B’ E#3 @ 15 8 A # 8 2 ADIC # 4 3 B # 8 E#3 @ 15 2 A # 4 2 B # 4 E#3 @ 15 E#3 @ 15 EJE A, I 0.50 2.40 E#3 @ 15 8 A # 8 2 ADIC # 4 3 B # 8 E#3 @ 15 NPT -08.95 NCT -11.35 ESTACIONAMIENTO \W9.58316; FIRME DE CONCRETO \W9.66391; ARMADO DE 8cm ARMADO \W9.67564; CON MALLA ELECTROSOLDADA 6×6 8-8 CORTE ESQUEMATICO 5 5 5 5 5 5 5 5 5 5 5 0.50 0.40 EJE 2, 5 2.40 EJE 3, 4 2.40 E#3 @ 15 3 B # 8 8 A # 8 2 ADIC # 4 E#3 @ 15 E#3 @ 15 E#3 @ 15 E#3 @ 15 E#3 @ 15 3 B # 8 8 A # 8 2 ADIC # 4 E#3 @ 15 E#3 @ 15 E#3 @ 15 E#3 @ 15 NPT -08.95 NCT -11.35 ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E#3 @ 15 8 A # 8 2 ADIC # 4 3 B # 8 E#3 @ 15 E#3 @ 15 8 A # 8 2 ADIC # 4 3 B # 8 E#3 @ 15 EJE D, E 0.40 2.40 EJE C, H 0.50 2.40 0.50 0.40 EJE 2, 5 2.40 EJE 3, 4 2.40 E#3 @ 15 3 B # 8 8 A # 8 2 ADIC # 4 E#3 @ 15 E#3 @ 15 E#3 @ 15 3 B # 8 8 A # 8 2 ADIC # 4 E#3 @ 15 E#3 @ 15 2.40 .40 .15 .25 8 A #8 2 ADIC #4 E #3 @ 15 3 B #8 CONTRATRABE CT-1 0.60 0.60 0.60 0.60 COLUMNA C-1 8 VAR. # 5 2 E @ 15 MURO M-1 \A1;DETALLE DE ARMADO DE MURO DE CONCRETO ARMADO C/ 2 PARRILLAS VAR. \S1/2; @ 20×20 CUATRAPEADA Y ESP. 0.50m 0.50 .15 .85 .40 2 A #4 2 B #4 E #3 @ 15 CONTRATRABE CT-2 2.40 0.40 15 25 8 A #8 2 ADIC #4 E #3 @ 15 3 B #8 CONTRATRABE CT-1 0.50 0.50 0.50 0.50 COLUMNA C-2 8 VAR. # 5 2 E @ 15 MURO M-1 \A1;DETALLE DE ARMADO DE MURO DE CONCRETO ARMADO C/ 2 PARRILLAS VAR. \S1/2; @ 20×20 CUATRAPEADA Y ESP. 0.50m 0.50 MURO M-2 \A1;DETALLE DE ARMADO DE MURO DE CONCRETO ARMADO C/ 2 PARRILLAS VAR. \S1/2; @ 20×20 CUATRAPEADA Y ESP. 0.30m 0.30 MURO M-3 \A1;DETALLE DE ARMADO DE MURO DE CONCRETO ARMADO C/ 2 PARRILLAS VAR. \S1/2; @ 20×20 CUATRAPEADA Y ESP. 0.20m 0.20 2.40 0.50 .15 .25 8 A #8 2 ADIC #4 E #3 @ 15 3 B #8 CONTRATRABE CT-1 EDIFICIO B 2.40 0.50 15 25 8 A #8 2 ADIC #4 E #3 @ 15 3 B #8 CONTRATRABE CT-1 NPT -08.95 NCT -11.35 ESTACIONAMIENTO DETALLE 2 CONTRATRABES Y SISTERNA 2.40 2.24 0.50 0.50 10 0.40 5.50 8 A #8 #4 @ 20 x 20 #4 @ 10 x 10 tramo 56 x 56 8 A #8 0.40 M-2 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 D-1 PLANOS CIMENTACION