Library DWG Plan for AutoCAD

Floor plans – sections – elevations

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

acquired land, reserved land, by owner, apple, blv. xalapa – banderilla, benito juarez, melchor ocampo, city hall, cuauhtemoc, bn, court, corteh, cortev, hot water rises, all the hydraulic pipeline is copper, black water down, sanitary registry, heater, up cold water, low water cold, saf, baf, sac, ban, pump, tinaco, concrete pipe, fine polished sand, flattened cement mortar, partition wall, concrete road, reinforced concrete chain, concrete cover, finished floor, hydraulic symbology and sanitary, hot water line, cold water line, household outlet, low hot water, bac, files, water mirror, ups, flat polished interior, water tanks with tube-, meter, universal nut, comes from, chain with, ups cold water, balloon float, sardinel height, armex castle, carcamo, interior with mortar, mortar chamfer, partition wall, esp. seated with, albani- mortar, leria and flattened, and adhitivo fester, polished finish., cistern detail.

Raw text data extracted from CAD file:

\A1;10.00 \A1;20.00 \A1;20.50 \A1;10.00 \A1;10.00 \A1;3.41 \A1;30.00 \A1;30.50 \A1;20.50 \A1;20.00 \A1;10.00 \A1;5.50 \A1;30.50 \A1;30.00 \A1;10.00 \A1;10.00 8.35 30.85 14.96 11.85 27.16 44.37 9.05 20.90 8.95 27.90 29.45 18.76 83.25 8.00 39.70 31.36 63.97 2.68 54.75 15.72 4.23 16.22 25.20 18.25 31.10 33.60 67.10 9.92 13.60 77.64 33.60 5.50 10.45 7.70 12.12 18.53 23.90 5.43 9.60 8.50 15.00 4.85 X = 50 X = 100 X =150 X =200 X =250 X =300 X =350 Y = 50 Y = 100 Y =150 Y =200 Y =250 Y =300 Y =350 Y =400 A B C J D E F G H I 27.30 8.49 12.49 15.04 23.75 15.56 45.45 7.88 7.78 15.41 16.38 14.99 33.91 19.15 20.30 52.16 15.60 51.38 28.86 1 0 2 3 4 5 6 7 8 9 10 11 12 41 40 39 38 37 36 a 13 14 15 16 17 18 19 20 21 22 35 34 33 32 31 30 29 28 27 26 25 24 23 Poligonal 1 K j i h g f e d c b 27.21 2.00 Sup.: 40,000.00 m2. Poligonal 2 Sup.1: 1,984.56 m2. Poligonal 3 Sup.2: 4,270.84 m2. 110 109 108 107 108 109 107 109 110 106 106 105 104 103 102 103 104 103 110 105 108 Terreno adquirido Terreno reservado por propietario Manzana BLV. XALAPA – BANDERILLA BENITO JUAREZ MELCHOR OCAMPO AYUNTAMIENTO CUAUHTEMOC b.n. \A1;3.43 \A1;3.15 \A1;3.43 \A1;4.48 \A1;3.15 \A1;3.43 LINEA DE CORTE 1H LINEA DE CORTE 2H LINEA DE CORTE 2V Y X Corte CorteH CorteV A Y’ X’ \A1;5.50 \A1;4.50 \A1;10.00 \A1;20.00 \A1;20.50 \A1;10.00 \A1;10.00 \A1;3.41 \A1;30.00 \A1;30.50 \A1;20.50 \A1;20.00 \A1;10.00 \A1;5.50 \A1;30.50 \A1;30.00 \A1;10.00 \A1;10.00 \A1;3.43 \A1;3.15 \A1;3.43 \A1;4.48 \A1;3.15 \A1;3.43 \A1;5.50 \A1;4.50 \A1;30.50 \A1;3.15 \A1;30.00 \A1;3.15 \A1;30.50 \A1;30.00 \A1;4.50 \A1;20.50 \A1;20.00 \A1;10.00 \A1;5.50 \A1;10.00 \A1;10.00 \A1;3.41 \A1;10.00 \A1;10.00 \A1;3.43 \A1;4.48 \A1;20.00 \A1;20.50 \A1;3.43 \A1;10.00 \A1;5.50 \A1;3.43 \A1;10.00 \A1;20.00 \A1;20.50 \A1;10.00 \A1;10.00 \A1;3.41 \A1;30.00 \A1;30.50 \A1;20.50 \A1;20.00 \A1;10.00 \A1;5.50 \A1;30.50 \A1;30.00 \A1;10.00 \A1;10.00 \A1;3.43 \A1;3.15 \A1;3.43 \A1;4.48 \A1;3.15 \A1;3.43 \A1;5.50 \A1;4.50 \A1;4.50 \A1;0.08 \A1;5.58 \A1;10.00 \A1;10.00 \A1;0.02 \A1;10.06 \A1;3.43 \A1;3.15 \A1;3.35 \A1;14.74 \A1;14.84 \A1;0.08 \A1;0.33 \A1;0.48 \A1;0.03 \A1;0.32 \A1;0.10 \A1;0.08 0.44 \A1;0.15 \A1;0.15 0.0255857385354831 0.102342954141904 0.0767572156064493 SUBE AGUA CALIENTE TODA LA TUBERIA HIDRAULICA ES DE COBRE BAJANTE DE AGUAS NEGRAS REGISTRO SANITARIO CALENTADOR SUBE AGUA FRIA BAJA AGUA FRIA SAF BAF SAC R B BAN \A1;0.10 BOMBA TINACO 6 5 3 2 1 3 2 1 \A1;0.44 \A1;0.15 0.74 7 4 7 6 5 4 0.74 TUBO DE CONCRETO ARENA PULIDO FINO APLANADO DE MORTERO CEMENTO MURO DE TABIQUE DETALLE DE REGISTRO ESC. 1:20 0.15 0.322380305546945 FIRME DE CONCRETO CADENA DE CONCRETO ARMADO TAPA DE CONCRETO PISO TERMINADO SIMBOLOGIA HIDRULICA Y SANITARIA LINEA DE AGUA CALIENTE LINEA DE AGUA FRIA TOMA DOMICILIARIA BAJA AGUA CALIENTE 5 1 1 0.0767572156064209 BAC 0.32749745325407 0.4810118844669402 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.64 \A1;0.15 \A1;0.65 \A1;0.96 B C A 6 3 2 1 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 6 5 4 3 1 2 D 5 D 5 5 FICHEROS SALA DE ESPERA N+0.17 ACCESO N±0.00 ESPEJO DE AGUA ACERVO INFORMATIVO SECCION 1 N+0.17 SALA DE ESPERA N+0.17 RECEPCION N+0.17 W.C. MUJERES N+2.04 SUBE W.C. HOMBRES N+2.04 X X’ Y’ Y 5 5 \LPLANTA BAJA 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 2 3 4 4 1 2 3 7 5 5 5 5 5 5 5 5 5 W.C. HOMBRES N+5.27 5 6 5 5 A B C 4 Y’ 5 5 5 3 4 5 3 6 2 2 14 1 SUBE 5 D 6 5 5 4 3 13 1 5 4 3 5 5 5 W.C. MUJERES N+5.27 1 5 2 5 X’ A 8 2 10 9 5 B C 1 4 3 1 12 11 X 5 2 Y D \LPLANTA TIPO (HEMEROTECA Y CENTRO DE COMPUTO) VESTIBULO N+3.74 ACERVO INFOTMATICO (SECCION 2) N+3.74 HEMEROTECA N+3.74 CENTRO DE COMPUTO N+3.74 5 5 5 5 5 5 7 5 5 6 4 Y’ 6 5 5 5 4 3 5 AREA LIBRE N+6.63 6 5 3 5 2 W.C. HOMBRES N+7.99 1 13 3 SUBE 1 14 2 3 4 5 4 5 5 5 1 2 5 X’ 8 A 5 VESTIBULO N+6.63 W.C. MUJERES N+7.99 11 1 3 9 10 2 5 B Y C 1 2 5 X 12 4 D 5 5 5 A 5 5 B C D \LPLANTA TIPO (PLANTA LIBRE) AREA LIBRE N+6.63 AREA LIBRE N+6.63 5 5 5 5 5 5 5 5 5 5 \LPLANTA DE AZOTEA 6 5 5 A B C Y’ 5 5 3 4 5 ESPEJO DE AGUA ACCESO N±0.00 5 D 6 5 5 5 4 3 5 5 5 1 5 2 5 X’ A 5 B C 1 X 5 2 Y D PENDIENTE DEL 2 % PENDIENTE DEL 2 % EXPLANADA N±0.00 N + 13.20 N + 13.20 N + 13.20 N + 15.80 D N+7.99 N+5.27 B C A PLANTA BAJA N+0.17 1er NIVEL N+3.74 2o. NIVEL N+6.63 1er NIVEL N+3.74 2o. NIVEL N+6.63 N+10.88 3er. NIVEL N+9.52 3er. NIVEL N+9.52 AZOTEA N+12.24 N+7.99 N+2.04 N+5.27 N+2.04 N+5.27 N+7.99 N+10.88 N+10.88 6 5 4 3 2 1 \LCORTE X-X’ \LCORTE Y-Y’ 5 5 5 5 5 5 5 5 5 5 5 5 0.44 \A1;0.15 \A1;0.15 5 5 5 \A1;0.10 6 5 3 2 1 3 2 1 \A1;0.44 \A1;0.15 0.74 7 4 7 6 5 4 0.74 TUBO DE CONCRETO ARENA PULIDO FINO APLANADO DE MORTERO CEMENTO MURO DE TABIQUE DETALLE DE REGISTRO ESC. 1:20 0.15 5 FIRME DE CONCRETO CADENA DE CONCRETO ARMADO TAPA DE CONCRETO PISO TERMINADO 5 1 1 5 5 5 APLANADO PULIDO INTERIOR LOSA DE CONCRETO Fc=200 KG/CM2 REFORZADA CON MALLA ARMEX 6×6 6/6 VALVULA DE FLOTADOR DE 13 MM TAPA METALICA TIPO “DIAMANTE” MOTOR MONOFASICO DE 1/2 HP TUERCA UNIVERSAL 19 MM RIA DE COBRE 19 MM TINACOS CON TUBE- MEDIDOR DE COBRE 1 1/4″ TUERCA UNIVERSAL VIENE DEL ARMEX 15-20-4 CADENA CON 60×60 SUBE AGUA FRIA A 10 FLOTADOR DE GLOBO ALTURA DE SARDINEL 300 15 30 15 CHECK DE BRONCE 25 MM 33 25 10 TUBO DE COBRE 1 1/4″ LOSA DE FONDO DE CONCRETO SIMPLE Fc=200 KG/CM2 DE 10 CMS 60 20 ARMEX 15-20-4 CADENA CON 10 CASTILLO ARMEX 15-15-4 Fc=150 30 30 CARCAMO DE 7×7 CMS INTERIOR CON MORTERO CHAFLAN DE MORTERO MURO DE TABIQUE DE BARRO DE 14 CMS DE ESP. ASENTADO CON MORTERO DE ALBANI- LERIA Y APLANADO Y ADHITIVO FESTER ACABADO PULIDO. 150 CASTILLO ARMEX 15-15-4 Fc=150 70 MURO DE TABIQUE DE 14 CMS DE ESP. 15-15-4 Fc=150 CASTILLO ARMEX MURO DE TABIQUE DE 14 CMS DE ESP. P E N D I E N T E 10 CMS CASTILLO ARMEX 15-15-4 Fc=150 215 185 300 DETALLE DE CISTERNA. ESC. 1:20