House Renovation DWG Plan for AutoCAD

Uprising existing building and making plans; Design Exterior Home Remodeling and access .

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

level of wall scraping, partition, enclosure, additional steel, prefabricated beam, polystyrene swivel, both senses, platters, fray juan de zumarraga, jesus garcia, soruaine ines de la cruz, alfonso reyes street, architectural plant, cellar, boiler , exterior main façade, pedestrian access, interior façade, existing

Raw text data extracted from CAD file:

1′ \A1;234.63 \A1;14.00 \A1;213.09 \A1;81.61 \A1;122.91 \A1;81.60 \A1;215.17 \A1;232.40 \A1;122.18 \A1;150.79 \A1;149.53 \A1;120.85 \A1;310.00 \A1;230.92 \A1;20.00 \A1;310.02 \A1;20.00 NIVEL DE DESPLANTE DE MUROS TABIQUE 7X15X28 CMS 4 VARS DE 3/8″ E1/4″@20.0 CMS VARS ø3/8″@15.0 CMS 4 VARS ø3/8″ ZAPATA CORRIDA ZC-1 ZAPATA DE LINDERO ZL-1 4 VARS DE 3/8″ E1/4″@20.0 CMS 4 VARS 3/8″ VARS 3/8″ 15.00CMS PLANTILLA F’c=100 kg/cm2 5 5 5 NIVEL DE DESPLANTE DE MUROS TABIQUE 7X15X28 CMS 5 5 ESPESOR 5CM PLANTILLA F’c=100 kg/cm2 ESPESOR 5CM MATERIAL DE BANCO (BALASTRE) COMPACTACION 90% PROCTOR 5 5 MATERIAL DE BANCO (BALASTRE) COMPACTACION 90% PROCTOR 5 CASTILLO K-1 4 VARS 3/8″ 19.99999999898421 14.99999999941792 E1/4″@20.0 CMS CERRAMIENTO TRABE TR-1 4 VARS 1/2″ 5 5 E1/4″@15.0 CMS *NOTA: BASTONES EN LA PARTE SUPERIOR CON 2 Var.1/2”A L/4 6 VARS 1/2″ Y 1 VAR 3/8” 29.99999999898364 19.99999999941764 E1/4″@15.0 CMS TRABE TR-2 \A1;30.00 \A1;20.00 \A1;20.00 \A1;15.00 \A1;0.20 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.68 \A1;0.12 \A1;0.12 ACERO ADICIONAL 0.05 0.10 0.15 CONCRETO F’C = 200 Kg/cm2 MALLA ELECTROSOLDADA 6-6/10-10 5 1 VAR DE 3/8″ d VIGUETA PREFABRICADA BOVEDILLA DE POLIESTIRENO DE 0.61 X 1.22 X 0.10 ( DISTANCIA TIPO ) DETALLE DE VIGUETA V-1 0.12 0.12 \A1;30.00 \A1;20.00 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.20 \A1;30.00 \A1;15.00 TRABE TL-1 4 VARS 3/8″ 29.99999999898364 14.99999999941757 E1/4″@20.0 CMS \A1;0.80 \A1;0.15 \A1;0.20 NIVEL DE DESPLANTE DE MUROS CASTILLO K-1 15X20 CM 4 VARS DE 3/8″ E1/4″@20.0 CMS VARS ø3/8″@15.0 CMS ZAPATA AISLADA ZA-1 5 5 5 PLANTILLA F’c=100 kg/cm2 ESPESOR 5CM MATERIAL DE BANCO (BALASTRE) COMPACTACION 90% PROCTOR 5 AMBOS SENTIDOS \A1;0.65 \A1;0.15 \A1;0.65 \A1;0.65 2 16 13 19 20 27 12 15 14 6 DE ABRIL PRENDARIOS FRAY JUAN DE ZUMARRAGA CALLE LEY 38 JESUS GARCIA SOR JUANA INES DE LA CRUZ CALLE ALFONSO REYES 10 14 15 19 10 14 15 19 15 19 1 5 9 13 17 20 1 4 5 7 9 10 12 14 16 18 1 4 5 7 9 10 13 14 16 18 4 7 10 19 22 25 14 15 28 1 4 7 10 19 22 25 14 15 28 1 19 22 25 15 28 1 16 \A1;3.03 \A1;1.43 \A1;2.60 \A1;1.95 \A1;5.08 \A1;1.08 \A1;3.85 \A1;1.14 \A1;1.23 \A1;0.77 \A1;2.86 \A1;2.00 \A1;18.00 \A1;5.08 \A1;1.08 \A1;3.70 \A1;2.50 \A1;0.79 \A1;2.86 \A1;2.00 \A1;9.00 \A1;3.03 \A1;2.60 \A1;1.43 \A1;1.95 \A1;9.00 \A1;2.95 \A1;1.70 \A1;0.40 \A1;1.70 \A1;1.10 \A1;2.15 \A1;2.00 \A1;0.96 \A1;3.03 \A1;2.60 \A1;5.08 \A1;1.08 \A1;3.85 \A1;1.14 \A1;1.23 \A1;0.77 \A1;2.86 \A1;2.00 \A1;18.00 \A1;5.08 \A1;3.70 \A1;2.50 \A1;2.00 \A1;9.00 \A1;1.43 \A1;1.95 \A1;1.08 \A1;0.79 \A1;2.86 \A1;2.14 \A1;1.00 \A1;0.32 \A1;5.20 \A1;0.30 \A1;9.00 \A1;1.00 \A1;2.14 \A1;0.32 \A1;0.30 \A1;9.00 \A1;3.00 Lt Lt Lt Lt Lt Lt Lt Lt 1 1 2 3 6 7 8 2 5 6 7 8 A B C A B C 4 PLANTA ARQUITECTONICA ESCALA 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BODEGA VOLADO DE LOSA 20 CM VOLADO DE LOSA 20 CM Lt Lt A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 BOILER FACHADA PRINCIPAL EXTERIOR ESCALA 1:100 OPCION 1 FACHADA PRINCIPAL EXTERIOR ESCALA 1:100 OPCION 2 COCHERA 2 CARROS ACCESO PEATONAL ACCESO PEATONAL COCHERA 1 CARRO OPCION 1 Lt Lt Lt Lt Lt Lt Lt Lt 1 1 2 3 6 7 8 2 5 6 7 8 A B C A B C 4 PLANTA ARQUITECTONICA ESCALA 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BODEGA VOLADO DE LOSA 20 CM VOLADO DE LOSA 20 CM BOILER OPCION 2 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA INTERIOR ESCALA 1:100 EXISTENTE