Department Building DWG Block for AutoCAD

Departments building 4 levels

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

in meters, scale :, date :, key :, plane :, number :, dimensions:, the dimension applies to the drawing, construction license, arch. fernando herrera camacho, area of ​​the property, reference plane :, revision:, owner:, total construction in p. baja, aprobo owner, puebla alcaraz lorenzo, location sketch :, total construction, departments, north :, project :, building, court xx, parking, staircase, bathroom, main facade, cistern, carcamo, pump, scaf, roof, tinaco rotoplas, mechanical, extraction, garden, empty, constructive board, breakfast, closet, ground floor, access, pedestrian, bcaf, ban, bap, a municipal collector, a, b, main board, rush

Raw text data extracted from CAD file:

CH 1:50 EN METROS ESCALA: FECHA: CLAVE: PLANO: NUMERO: ACOTACIONES : LA COTA RIGE AL DIBUJO ENERO 2004 LICENCIA DE CONSTRUCCION ORIENTE 158 No. 297 COL. MOCTEZUMA 2DA.SECCION ARQ. FERNANDO HERRERA CAMACHO 136.50 136.50 186.00 49.50 682.50 FECHA: AREA DEL PREDIO PLANO DE REFERENCIA: REVISION: PROPIETARIO: CONTRUCCION TOTAL EN P. BAJA APROBO PROPIETARIO PUEBLA ALCARAZ LORENZO CROQUIS DE LOCALIZACION: CUADRO DE AREAS (M2) DEL. VENUSTIANO CARRANZA C.P. 15500, D.F. CONTRUCCION TOTAL EN 1er NIVEL CONSTRUCCION TOTAL AREA LIBRE DEL PREDIO 26.61 % (100% PERMEABLE) D. R. O. – 1283 PERITO EDO. DE MEXICO 2572 DEPARTAMENTOS NORTE: PROYECTO: EDIFICIO DE NORTE 31 136.50 CONTRUCCION TOTAL EN 2do NIVEL 136.50 CONTRUCCION TOTAL EN 3er NIVEL 136.50 CONTRUCCION TOTAL EN 4to NIVEL 52.00 23.21 23.21 NORTE 33 ORIENTE 156 ORIENTE 158 ORIENTE 160 8 8 \A1;23.210 \A1;8.000 \A1;14.00 \A1;0.500 \A1;6.660 \A1;0.500 \A1;5.700 \A1;0.500 \A1;0.050 \A1;2.900 \A1;0.150 \A1;0.050 \A1;0.050 \A1;0.150 \A1;2.900 \A1;0.050 \A1;2.250 \A1;3.352 \A1;2.105 \A1;1.300 \A1;1.300 \A1;2.105 \A1;3.350 \A1;2.250 \A1;3.102 \A1;23.210 \A1;2.035 \A1;1.865 \A1;0.835 \A1;2.000 \A1;8.000 \A1;0.050 \A1;0.150 \A1;2.900 \A1;0.050 \A1;23.210 \A1;8.000 \A1;8.000 \A1;0.120 \A1;0.300 \A1;1.700 \A1;0.760 \A1;0.300 \A1;4.400 \A1;0.300 \A1;0.120 \A1;23.210 \A1;0.502 \A1;5.698 \A1;0.500 \A1;4.555 \A1;0.150 \A1;1.955 \A1;0.150 \A1;0.350 \A1;5.700 \A1;0.500 \A1;0.050 \A1;2.900 \A1;0.150 \A1;0.050 \A1;8.000 \A1;2.000 \A1;0.835 \A1;2.225 \A1;2.550 \A1;0.050 \A1;0.150 \A1;7.600 \A1;0.150 \A1;0.050 \A1;23.210 \A1;3.102 \A1;3.200 \A1;3.350 \A1;2.105 \A1;4.705 \A1;3.352 \A1;3.198 \A1;0.500 \A1;5.700 \A1;19.760 \A1;0.150 \A1;0.120 \A1;7.760 \A1;0.120 \A1;19.760 \A1;0.150 \A1;0.150 \A1;3.050 \A1;0.150 \A1;3.200 \A1;0.150 \A1;6.660 \A1;0.150 \A1;3.200 \A1;0.150 \A1;3.050 \A1;0.150 \A1;0.120 \A1;0.450 \A1;2.200 \A1;0.630 \A1;1.200 \A1;0.630 \A1;2.200 \A1;0.450 \A1;0.120 \A1;0.150 \A1;3.050 \A1;0.150 \A1;3.200 \A1;0.150 \A1;1.955 \A1;0.150 \A1;1.150 \A1;0.150 \A1;1.150 \A1;0.150 \A1;1.955 \A1;0.150 \A1;3.200 \A1;0.150 \A1;3.050 \A1;0.150 \A1;0.120 \A1;0.450 \A1;2.200 \A1;0.630 \A1;1.200 \A1;0.661 \A1;2.169 \A1;0.450 \A1;0.120 \A1;0.366 \A1;0.050 \A1;2.900 \A1;0.150 \A1;0.050 \A1;8.000 \A1;2.000 \A1;3.066 \A1;2.550 \A1;3.102 \A1;6.550 \A1;0.050 \A1;2.900 \A1;0.150 \A1;0.050 \A1;0.120 \A1;7.760 \A1;0.120 \A1;0.150 \A1;0.150 \A1;8.000 \A1;23.210 \A1;6.810 \A1;6.550 \A1;0.950 \A1;0.950 \A1;0.509 CORTE X-X 10 8 4 2 1 VACIO (PASTO 100% PERMEABLE) ESTACIONAMIENTO ESTACIONAMIENTO ESCALERA BAÑO BAÑO (4.3 m2) ESTANCIA-COMEDOR (27.80 M2) ESTANCIA-COMEDOR (27.80 M2) BAÑO (4.3 m2) ESCALERA BAÑO (4.3 m2) ESTANCIA-COMEDOR (27.80 M2) ESTANCIA-COMEDOR (27.80 M2) BAÑO (4.3 m2) ESCALERA BAÑO (4.3 m2) ESTANCIA-COMEDOR (27.80 M2) ESTANCIA-COMEDOR (27.80 M2) BAÑO (4.3 m2) ESCALERA BAÑO (4.3 m2) ESTANCIA-COMEDOR (27.80 M2) ESTANCIA-COMEDOR (27.80 M2) BAÑO (4.3 m2) ESCALERA NPT 0,0 NPT -0.15 NPT +2.80 NPT +5.25 NPT +7.70 NPT +10.15 NPT +12.60 NPT +14.00 NPT +16.45 5 VACIO (PASTO 100% PERMEABLE) FACHADA PRINCIPAL 5 14.00 CISTERNA CAP. 7500 LTS. CARCAMO BOMBA S.C.A.F. (0.90 X 0.60) X X X X AZOTEA tinaco rotoplas cap. 1100 lts. cap. 1100 lts. tinaco rotoplas tinaco rotoplas cap. 1100 lts. cap. 1100 lts. tinaco rotoplas tinaco rotoplas cap. 1100 lts. cap. 1100 lts. tinaco rotoplas tinaco rotoplas cap. 1100 lts. cap. 1100 lts. tinaco rotoplas 5 5 5 5 5 5 F E B A 5 5 5 5 4 3 2 1 5 5 5 5 5 5 NPT= -0.15 MECANICA EXTRACCION JARDIN VACIO PASTO (100 % PERMEABLE) colind. =0.05M colind. =0.05M colind. =0.05M JC = 0.05 m. Junta Constructiva JC = 0.05 m. Junta Constructiva 2′ 5 5 5 5 5 5 10 9 8 7 6 5 PLANTA AZOTEA (DE CONJUNTO) 5 5 5 VACIO PASTO (100 % PERMEABLE) colind. =0.12M colind. =0.12M 5 5 9` 5 5 5 5 5 DESAYUNADOR DESAYUNADOR NPT= +2.80 NPT= +2.80 NPT= +2.80 NPT= +2.80 NPT= +2.80 PATIO DE SERVICIO (3.50 M2) NPT= +2.80 PATIO DE SERVICIO (3.50 M2) COCINA (5.70 M2) COCINA (5.70 M2) NPT= +2.80 NPT= +2.80 NPT= +2.80 NPT= +2.80 BAÑO (4.3 m2) ESTANCIA-COMEDOR (27.80 M2) ESTANCIA-COMEDOR (27.80 M2) RECAMARA 2 (9.5 M2) CLOSET RECAMARA 2 (9.5 M2) RECAMARA 1 (9.8 M2) RECAMARA 1 (9.8 M2) NPT= +2.80 70 70 100 100 80 80 80 80 70 70 (1.70 X 1.20) (1.15 X 2.20) (1.15 X 2.20) (1.50 X 1.20) (1.50 X 1.20) (2.50 X 2.20) (2.50 X 2.20) (2.20 X 1.20) (1.20 X 1.20) (2.20 X 1.20) (1.20 X 1.20) (2.20 X 1.20) (2.20 X 1.20) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A` 5 9` 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 CLOSET B 16 15 14 13 12 BAÑO (4.3 m2) 2′ CLOSET CLOSET Junta Constructiva JC = 0.05 m. Junta Constructiva JC = 0.05 m. colind. =0.05M colind. =0.05M colind. =0.05M colind. =0.12M colind. =0.12M PASTO (100 % PERMEABLE) VACIO JARDIN EXTRACCION MECANICA 10 CAMBIOS/HORA PASTO (100 % PERMEABLE) VACIO NPT= -0.15 S 17 18 19 20 21 22 23 10 11 ESCALERA 13.32M2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA TIPO (1ER,2DO,3ER Y 4TO NIVEL) 1 2 3 4 5 6 7 8 9 10 5 5 5 5 5 A B C D E F 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 F E D B A 5 5 5 5 5 5 5 5 5 5 10 9 8 5 4 3 2 1 PLANTA BAJA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALLE ORIENTE 158 ACCESO PEATONAL ESCALERA 5.00M2 ACCESO-VESTIBULO 26.2 M2 ESTACIONAMIENTO 101.5 M2 ESTACIONAMIENTO TOILET 2.25 M2 9 8 7 6 5 4 3 2 1 S NPT= 0,0 NPT= 0,0 NPT= 0,0 NPT= -0.15 VACIO PASTO (100 % PERMEABLE) 10 CAMBIOS/HORA MECANICA EXTRACCION 70 JARDIN VACIO PASTO (100 % PERMEABLE) colind. =0.12M colind. =0.12M colind. =0.05M colind. =0.05M colind. =0.05M JC = 0.05 m. Junta Constructiva JC = 0.05 m. Junta Constructiva X X B.C.A.F. B.C.A.F. S.C.A.F. S.C.A.F. B.C.A.F. B.C.A.F. CISTERNA CAPTACION AGUA PLUVIAL 1000 LTS. CARCAMO BOMBA B.A.N. d100 MM d100 MM d50 MM d50 MM d50 MM d100 MM d50 MM B.A.N. B.A.P. B.A.P. d100 MM d100 MM d100 MM d100 MM B.A.N. B.A.N. PEND. 2% PEND. 2% PEND. 2% PEND. 2% d100 MM B.A.N. B.A.P. B.A.P. A COLECTOR MUNICIPAL d100 MM d100 MM SUBEN T-25 6-12 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 3-12 3-12 2-12 2-12 3-12 3-12 3-12 2-12 2-12 2-12 T-19 4-12 3-12 3-12 2-12 3-12 3-12 2-12 2-12 C C C 2-12 B A A,B SUBEN T-25 6-12 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 3-12 3-12 2-12 2-12 3-12 3-12 3-12 2-12 2-12 2-12 T-19 4-12 3-12 2-12 3-12 2-12 3-12 3-12 2-12 2-12 C C C 2-12 B A A,B SUBEN 2-12 2-12 2-12 2-12 2-12 2-12 2-12 2-12 SUBEN T-25 6-12 SUBEN T-25 6-12 TABLERO PRINCIPAL 2-12 2-12 ACOMETIDA T-19 3-8 C-9 SUBEN 2-12 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 2-12 2-12 2-12 2-12 2-12 2-12 2-12 2-12 C-9 C-9 C-10 C-10 B.A.N.