House Room 7 X 20 DWG Block for AutoCAD

HOUSE ROOM IN A LAND of 7 X 20 FULL THREE BEDROOMS – COMPLETE PLANES FOR PERMITS

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

study, niche, goes up, bath, yard, niche, kitchen, dinning room, terrace, garden, living room, garage, bedroom, bath, empty, principal, bedroom, niche, low, living room, TV., tub, closet, dressing room, empty, scale, main elevation, raised canopy, scale, ground boundary, ground boundary, ground boundary, ground boundary, absorption well, b.a.n., b.a.n., municipal collector, tank, lts, too many, low level, scale, top floor, scale, roof plant, scale, pend., lighting, natural, natural, b.a.n., b.a.n., b.a., b.a., b.a., b.a., study, kitchen, dinning room, service, bedroom, garden, garage, municipal collector, pend., water well, absorption, pend., too many, sanitary section, scale, house room, owner, proficient, Location, pantheon island, permit plan, scale, sheet, contains, draft, Location, load box, resistant. among the options were mainly chosen:, concrete masonry, material used in the foundation should be structurally, this will have a resistance, of approximately according to a study of the efforts of the land., of stone., mosaic, enjarre, concrete, boveda weight, dead load, total, dead load, live load, area chart, area const. low level:, area const. top floor:, total built area:, area land:, absorption well detail, permeable, stratum, gravel, huacaleado, Wall, gravel, dala, gravel, enjarrado, Wall, tax, npt, too many, foundation detail, poor concrete, template, boundary, masonry, breaststroke, central, npt, dala, template, poor concrete, breaststroke, masonry, dala, isolated footing, template, poor concrete, ntn, given cm, column, section, cm., prof. min. from, abaco island, av. Cozumel Island, north, bar

Raw text data extracted from CAD file:

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R A Colector Municipal 6″ Cisterna 5,000 lts -6.056945181269242 R 6″ 6″ Demasias 1 4 6 6 5 1 1 Planta Baja Escala 1:100 Planta Alta Escala 1:100 Planta Azoteas Escala 1:100 Pend. Pend. Pend. Ilum. natural natural Ilum./vent. Ilum./vent. natural 4″ B.A.N. 4″ 4″ B.A.N. 2% 2% 2% B.A.P. 4″ 4″ B.A.P. 4″ B.A.P. 2% 4″ B.A.P. -13.15822377357051 -13.15822377357051 Estudio Cocina Comedor Servicio cl/vest Recamara Recamara -29.20065466704528 -29.20065466704528 -29.20065466704528 0.30 0.30 0.40 0.15 Jardin N+6.00 N+3.20 N+0.40 N+0.00 Cochera -29.20065466704528 -29.20065466704528 0.30 -29.20065466704528 0.30 0.40 -29.20065466704528 -29.20065466704528 5 5 -29.20065466704528 A 5 -29.20065466704528 H E -29.20065466704528 N -29.20065466704528 O K I B -29.20065466704528 R 6″ A Colector Municipal R 6″ R R 6″ 6″ pend. 2% pend. 2% pend. 2% pend. 2% de Pozo Absorcion pend. 2% 6″ Demasias Seccion Sanitaria Escala 1:100 -3.856622248642367 -3.856622248642367 0.40 -3.856622248642367 0.30 -3.856622248642367 0.30 -4.683187000584184 5 CASA HABITACION PROPIETARIO : PERITO : UBICACION : ISLA PANTENARIA PLANO DE PERMISOS 1 : 100 ESCALA : 1/1 LAMINA : CONTIENE : PROYECTO : Ubicacion CUADRO DE CARGAS RESISTENTE. ENTRE LAS OPCIONES SE ELIGIO PRINCIPALMENTE: SUELO-CEMENTO, JAL-CRETO O CONCRETO (f’c=50 Kg/cm2) Y MAMPOSTERIA EL MATERIAL A USARSE EN LA CIMENTACION DEBERA SER ESTRUCTURALMENTE ESTE SUELO-CEMENTO TENDRA UNA RESISTENCIA A LA COMPRESION, A 28 DIAS, DE APROXIMADAMENTE 50 Kg/cm2, SEGUN ESTUDIO DE ESFUERZOS DEL TERRENO. DE PIEDRA. MOSAICO ENJARRE HORMIGON PESO DE BOVEDA MORTERO/MOSAICO CARGA MUERTA = 200.0 Kg/m2 = 580.0 Kg/m2 W TOTAL = 24.0 Kg/m2 = 30.0 Kg/m2 = 40.0 Kg/m2 = 380.0 Kg/m2 = 110.0 Kg/m2 = 176.0 Kg/m2 0.020m. x 1200 Kg/m3 CARGA MUERTA 0.025m. x 1600 Kg/m3 0.100m. x 1100 Kg/m3 0.110m. x 1600 Kg/m3 0.020m. x 1500 Kg/m3 CARGA VIVA CUADRO DE AREAS AREA CONST. PLANTA BAJA: AREA CONST. PLANTA ALTA: AREA TOTAL CONSTRUIDA: AREA TERRENO: 2 87.70 m 177.20 m 2 2 140.00 m 2 Detalle Pozo de Absorcion PERMEABLE ESTRATO GRAVA HUACALEADO MURO 30 GRAVA DALA 300 GRAVA ENJARRADO MURO tributario NPT 200 demasias Detalle de Cimentacion 2 CONCRETO POBRE PLANTILLA DE f’c= 100 Kg/cm 10 60 LINDERO MAMPOSTEO DE PIEDRA BRAZA CENTRAL 60 120 NPT 14 DALA 14 PLANTILLA DE f’c= 100 Kg/cm 10 CONCRETO POBRE 2 DE PIEDRA BRAZA MAMPOSTEO DALA Zapata Aislada 1#4@20 PLANTILLA DE 2 f’c= 100 Kg/cm CONCRETO POBRE NTN B d r H 1#4@20 5 DADO 35 X 45 cm E # 4 @ 10 cm COLUMNA SECCION DESPLANTE 80 cm. PROF. MIN. DE 89.50 m 49.50 7.00 7.00 20.00 20.00 ISLA ABACO AV. ISLA COZUMEL NORTE barra