Housing Project DWG Full Project for AutoCAD

Project Housing in two plants with measures and axes . Sections – Elevations

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

topsoil, level of curbstone, concrete bottom, polished, slapping, natural terrain, level of floor, detail of record, drag level, red brick wall, huacaleado accommodation, grass, huacaleado, cement, mortar, river sand, infiltration layer, excavation product, slab stone stencil, well detail, stirrups, curbstone and cover, absorption, rebar, dala, breaststroke, stone, foundation detail, npt, wall, adjoining, assembly with metal structure, dividing wall, street aluminum, copper street, av. pure gold, owner: university of the valley of mexico, design ii, assigned expert :, lic. dario crockery plio, surfaces :, d. alejandro solano mendoza, breakfast room, dining room, living room, service patio, ground floor, upper floor, main elevation, rear elevation, longitudinal section, mezzanine, living, loads, dead, roof, interior perspective p.b., detail ventilation bathroom pral.

Raw text data extracted from CAD file:

N \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.15 \A1;0.25 5.00 Mts. \A1;0.98 \A1;0.98 \A1;1.63 TIERRA VEGETAL NIVEL DE BROCAL FONDO DE CONCRETO F’c= 150 KG./CM2. \A1;15(MIN) \A1;1754 PULIDO \A1;DIAM 80 APALANDO TERRENO NATURAL NIVEL DE PISO \A1;DIAM 110 PLANTILLA DE 5 CM. DE ESPESOR F’c=100 KG./CM2. DETALLE DE REGISTRO NIVEL DE ARRASTRE DE 28 CM. DE ESPESOR MURO DE LADRILLO ROJO ACOMODO HUACALEADO PASTO HUACALEADO CEMENTO MORTERO ARENA DE RIO CAPA DE INFILTRACION CAPA DE INFILTRACION PRODUCTO DE EXCAVACION PLANTILLA PIEDRA BRAZA DETALLE POZO DE VAR 3/8 ESTRIBOS FC=150 Kg/Cm2 @20 cms. VAR. 3/8 BROCAL Y TAPA ABSORCION DESPLANTE DALA BRAZA PIEDRA DALA DETALLE DE CIMENTACION DESPLANTE BRAZA N.P.T PIEDRA N.P.T MURO MURO COLINDANTE ENSAMBLE CON ESTRUCTURA METALICA ESTRIBOS DE 1/8″ PULG. A CADA 20 CMS. ZAPATA DE CONCRETO ARMADO DE 1.00 X 1.00 F´c=250 K/CM2 VARILLA DE 1/2 PULG. 1.00 5 PARRILLA DE ZAPATA VARILLA DE 1/2 PULG. DADO DE CONCRETO ARMADO DE 40 X 40 CMS. F´c=250 K/CM2 0.40 5 5 COLUMPIOS DE VARILLA DE 1/4 PULG., A CADA 15 CMS. MEDIANERO 5.00 Mts. 0.9807861900626449 0.9807861900625312 1.634643650104181 \A1;22.00 \A1;22.00 \A1;14.00 \A1;6.54 \A1;4.34 \A1;14.00 \A1;5.25 \A1;7.25 \A1;1.50 \A1;5.44 \A1;3.65 \A1;1.99 \A1;9.22 \A1;2.11 \A1;14.00 \A1;3.00 \A1;3.94 \A1;4.63 \A1;2.14 \A1;1.66 \A1;3.55 \A1;1.99 \A1;9.04 \A1;12.50 \A1;8.79 \A1;5.49 \A1;5.22 \A1;4.05 \A1;5.18 \A1;5.72 \A1;5.91 \A1;5.89 \A1;4.91 \A1;5.25 \A1;7.25 \A1;5.21 \A1;6.00 2´ \A1;6.20 \A1;8.10 \A1;7.10 \A1;3.40 \A1;1.00 \A1;2.01 \A1;2.95 \A1;7.10 \A1;8.10 \A1;1.00 \A1;1.50 \A1;2.95 \A1;6.80 \A1;1.30 \A1;8.10 \A1;1.30 \A1;3.85 \A1;2.95 \A1;7.10 \A1;6.80 \A1;4.70 \A1;3.40 \A1;3.10 \A1;8.10 \A1;8.10 CALLE ALUMINIO CALLE COBRE AV. ORO PURO PROPIETARIO: UNIVERSIDAD DEL VALLE DE MEXICO DISEÑO II PERITO ASIGNADO: LIC. DARIO LOZA PLIO SUPERFICIES: P.B. 178.19 MTS² P.A. 179.24 MTS² TOTAL 358.43 MTS² D. ALEJANDRO SOLANO MENDOZA S A A B B C C D D DESAYUNADOR COMEDOR SALA PATIO DE SERVICIO E E 1 1 2 2 3 3 4 4 5 5 5 5 5 5 5 5 5 5 A A B B C C D D E E 1 1 5 5 6 6 3 3 4 4 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA BAJA PLANTA ALTA ALZADO PRINCIPAL ALZADO POSTERIOR CORTE LONGITUDINAL 5 5 5 5 5 5 5 CAPACIDAD DE CARGA DEL TERRENO DE DESPLANTE 15 Ton/m2 300 Kg/m2 350 Kg/m2 ENTREPISO VIVAS CARGAS MUERTAS AZOTEA 190 Kg/m2 300 Kg/m2 ESCALA: 1:100 5 2 3 2´ 2´ 2´ 1 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 PERSPECTIVA INTERIOR P.B. DETALLE VENTILACION BAÑO PRAL.