Project Condominiun DWG Full Project for AutoCAD

Design and distribution of core housing

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

scale, cut, scale, Pedestrian way cut, scale, cut, storage, for trail anchoring, iron plate, waste, fiberglass, material of, plant, esc .:, level of, sidewalk, side view, esc .:, sidewalk, level of, tube of, fºgº, tube of, cap screw, hexagonal, logo of, municipality, fºgº, tube of, iron plate, for trail anchoring, later, fºgº, tube of, hexagonal, cap screw, fºgº, tube of, fºgº, tube of, waste, storage, sidewalk, level of, material of, fiberglass, for trail anchoring, iron plate, esc .:, frontal, esc .:, boleado, concrete, typical detail of central sidewalk, esc .:, asphalt, meeting, concrete, to the modified proctor, affirmed compacted, stone river, plating, meeting, asphalt, concrete, see detail, esc, side support detail in banking, concrete, lateral elevation, cut, color to be defined, Finish: granite, concrete, affirmed, flooring, concrete wood, anchor detail, steely, iron bolt, wood, banking details, plant, details of trash cans, compacted to, natural terrain, compacted to, garden, frontal, scale, cutting of vehicular way, scale, constructive details, scale, site plan ceilings

Raw text data extracted from CAD file:

\A1;5.10 \A1;11.86 \A1;8.86 \A1;12.65 \A1;6.65 \A1;6.33 \A1;5.26 \A1;7.59 \A1;4.02 \A1;25.08 \A1;10.92 \A1;125.68 \A1;10.92 \A1;10.92 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1: 50 ESCALA Corte A – A´ \A1;1.24 \A1;4.01 \A1;1.23 \A1;6.48 \A1;2.46 \A1;1.20 \A1;0.60 \A1;1.70 \A1;0.88 \A1;0.62 \A1;0.90 \A1;1.48 \A1;0.20 \A1;0.88 \A1;10.92 \A1;10.92 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1: 50 ESCALA Corte de Via Peatonal \A1;.15 \A1;.10 \A1;.55 \A1;.20 \A1;.10 \A1;.05 \A1;1.15 \A1;.80 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.50 \A1;.25 \A1;.30 \A1;.25 \A1;.80 \A1;.213 \A1;.10 \A1;.213 \A1;.525 \A1;.10 \A1;.80 \A1;.85 \A1;.15 \A1;.15 \A1;1.15 \A1;.80 \A1;.50 \A1;1.15 \A1;.15 \A1;.05 \A1;.10 \A1;.15 \A1;.85 \A1;.05 \A1;.50 \A1;.05 \A1;.10 \A1;R.25 \A1;R.25 \A1;.10 \A1;.05 \A1;0.99 \A1;0.06 \A1;1.00 \A1;0.30 \A1;0.59 \A1;R0.05 \A1;0.51 \A1;0.45 \A1;0.84 \A1;R0.94 \A1;70°49’16” \A1;R0.18 \A1;0.53 \A1;0.07 \A1;0.05 \A1;.10 \A1;AFIRMADO .10 \A1;SOLADO .05 \A1;0.10 \A1;1.00 \A1;1.40 \A1;0.25 \A1;0.43 \A1;0.66 \A1;0.10 \A1;0.10 \A1;0.11 \A1;0.21 \A1;0.18 \A1;0.14 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.26 \A1;0.08 \A1;0.53 \A1;0.06 \A1;.05 .50 .15 .15 .50 \A1;1.88 \A1;0.05 \A1;5.10 \A1;0.05 \A1;1.20 \A1;1.06 \A1;1.20 \A1;1.40 \A1;0.98 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.42 \A1;10.92 \A1;2.26 \A1;1.40 \A1;0.60 \A1;1.70 \A1;0.88 \A1;0.60 \A1;0.90 \A1;1.50 \A1;0.22 \A1;0.86 \A1;10.92 1: 50 ESCALA Corte A – A´ ALMACENADOR PARA ANCLAJE A VEREDA PLANCHA DE FIERRO DE DESPERDICIOS 5 5 5 5 5 5 5 FIBRA DE VIDRIO MATERIAL DE 5 5 5 PLANTA ESC.: 1/50 5 5 5 NIVEL DE VEREDA VISTA LATERAL ESC.: 1/50 VEREDA NIVEL DE TUBO DE FºGº d4″ FºGº d1″ TUBO DE 5 5 5 5 5 5 5 5 5 5 5 PERNO 5 HEXAGONAL LOGO DE MUNICIPIO 5 FºGº d4″ TUBO DE 5 PLANCHA DE FIERRO PARA ANCLAJE A VEREDA 5 5 POSTERIOR 5 5 FºGº d4″ TUBO DE 5 5 HEXAGONAL 5 PERNO 5 FºGº d4″ TUBO DE FºGº d1″ TUBO DE DE DESPERDICIOS ALMACENADOR 5 5 5 5 5 5 VEREDA NIVEL DE MATERIAL DE FIBRA DE VIDRIO PARA ANCLAJE A VEREDA PLANCHA DE FIERRO ESC.: 1/50 FRONTAL ESC.: 1/50 5 5 BOLEADO R=1′ f’c=175 Kg/cm2 CONCRETO Fe d3/8″@ 0.20 Fe d1/2″@ 0.40 DETALLE TIPICO DE VEREDA CENTRAL ESC.: 1/10 N.P.T.-0.10 ASFALTICA e=1″ JUNTA CONCRETO F’c=140Kg/cm2 AL PROCTOR MODIFICADO 90% AFIRMADO COMPACTADO DE PIEDRA DE RIO ENCHAPADO JUNTA ASFALTICA e=1″ f’c=175 Kg/cm2 CONCRETO Fe d3/8″@ 0.20 Fe d1/2″@ 0.40 N.P.T.±0.00 5 5 5 VER DETALLE A T DE 7″ x 4″ x 3/8″ ESC. 1/10 DETALLE DE SOPORTE LATERALES EN BANCA CONCRETO F’C= 175 Kg/cm2 5 5 5 ELEVACION LATERAL CORTE 1-1 5 5 5 d3/8″ COLOR POR DEFINIR ACABADO: GRANITO 5 R=0.050 5 5 5 5 0.05 d3/8″@.20 CONCRETO 5 AFIRMADO <> SOLADO <> F’C= 175 Kg/cm2 d3/8″ 0.10 MADERA – CONCRETO DETALLE A DE ANCLAJE ACERADO DE 1/2″ x 3 1/2″ PERNO DE FIERRO ó 1 1/2″ MADERA 2 1/2″ DETALLES DE BANCA 5 5 1 5 5 1 5 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 5 R=0.025 R=0.025 e=1 1/2″ DETALLES DE BOTES DE BASURA 5 5 5 5 5 COMPACTADO AL 90% TERRENO NATURAL TERRENO NATURAL COMPACTADO AL 90% JARDIN FRONTAL 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 1: 50 ESCALA Corte de Via Vehicular 1: 20 ESCALA Detalles Constructivos 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 S-02 S-02 S-03 S-03 1: 50 ESCALA Plano de Sitio y Techos