Housing And Local 8 X 20 DWG Section for AutoCAD

plants – sections – details – specifications – desiganciones – dimensions

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

snack-bar, nursery, administration, serenazgo, banks, available area, meals, tea, river, supplies, bap, garden, ground floor, top floor, roof plant, vacuum, foundation and drainage plant, garage, bathroom, bedroom , kitchen, patio, cl., service, boiler, cl, up, down, ban, castles, sediment, absorption, demacias, ran, a collector mpal., column, detail foundation, foundation plant and, drainage, ground floor , upper floor, plant asotea, variable, or block cement, stone brazier, concrete dala, brick wall, project:, sheet:, scale:, date:, location:, owner:, expert:, house room, table of areas , mosaic, concrete, weight of vault, dead load, total of construction, land, total w, live load, of stone., resistant. among the options was chosen mainly :, the material to be used in the foundation should be structurally, enjarre, surfaces, location, load table, section, ntn, prof. min. of, template of, poor concrete, isolated footing, npt, wall, filed, gravel, huacaleado, dala, permeable, stratum, garage, entrance, corridor, absorption well, without scale, main elevation, official seals, permitting plan, contains:, without scale, north, zapata, plant roof, zapopan colony, jalisco, street, jose luis franco servin, elevation ppal.

Raw text data extracted from CAD file:

V-1 1.50 1.60 .90 1 -1 -1 0 1,1,1 SNACK-BAR GUARDERIA DEPOSITOS/MAYORISTAS Admistracion SERENAZGO BANCOS BLOQUE “C” BLOQUE “B” BLOQUE “D” BLOQUE “G” BLOQUE “A” AREA DISPONIBLE COMIDAS BLOQUE “H” T.E. 598 m2 RIO ATE ABASTOS BLOQUE “E” BLOQUE “E” B.A.P. 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SERVICIO CL. JARDIN CL. boiler 9 10 11 12 13 14 1 2 3 4 5 6 7 8 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 -366.4954664246979 C.L. -366.4954664246979 SUBE BAJA -366.4954664246979 B.A.P. B.A.P. B.A.P. B.A.P. B.A.N. B.A.N. B.A.N. B.A.N. B.A.N. B.A.N. CASTILLOS POSO DE ABSORCION DEMACIAS 6″ 6″ 6″ R.A.N. B.A.P. B.A.N. 6″ 6″ 6″ 6″ R.A.N. A COLECTOR MPAL. 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RESISTENTE. ENTRE LAS OPCIONES SE ELIGIO PRINCIPALMENTE: DE APROXIMADAMENTE 50 Kg/cm2, ESTE SUELO-CEMENTO TENDRA UNA RESISTENCIA A LA COMPRESION, A 28 DIAS, EL MATERIAL A USARSE EN LA CIMENTACION DEBERA SER ESTRUCTURALMENTE SUELO-CEMENTO, JAL-CRETO O CONCRETO (f’c=50 Kg/cm2) Y MAMPOSTERIA = 380.0 Kg/m2 = 580.0 Kg/m2 = 200.0 Kg/m2 ENJARRE = 24.0 Kg/m2 0.020m. x 1200 Kg/m3 SUPERFICIES 8.00 m 22.50 m UBICACION Planta Alta Planta Baja TERRENO = 180.00 m2 CUADRO DE CARGAS 106.33 m2 100.32 m2 pendiente 2% SECCION COLUMNA E # 4 @ 10 cm DADO 35 X 45 cm NTN 5 r PROF. MIN. DE d H 1#4@20 B DESPLANTE 80 cm. 1#4@20 PLANTILLA DE CONCRETO POBRE f’c= 100 Kg/cm 2 Zapata Aislada NPT 100 MURO ENJARRADO GRAVA 150 GRAVA MURO HUACALEADO DALA GRAVA 30 PERMEABLE ESTRATO JARDIN 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 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B B VACIO VACIO VACIO 5 5 5 5 B B B B A A A 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 B B A A 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 5 5 5 5 5 5 5 5 5 5 VACIO VACIO 5 5 5 5 5 5 5 5 5 9 10 11 12 13 14 15 16 A A COCHERA 1 2 3 4 5 6 7 8 BAÑO DORMITORIO COCINA PATIO DE BAÑO DORMITORIO DORMITORIO CL. SERVICIO CL. CL. 9 10 11 12 13 14 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C.L. 5 SUBE BAJA 5 B.A.P. B.A.P. B.A.P. B.A.N. CASTILLOS POSO DE ABSORCION DEMACIAS 6″ 6″ B.A.P. B.A.P. 6″ 6″ R.A.N. A COLECTOR MPAL. 5 5 5 5 COLUMNA PATIO / JARDIN GARAJE DORMITORIO DORMITORIO 5 5 5 5 5 1.00 5 5 5 5 5 5 5 N.P.T=±.00 INGRESO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C.L. 5 5 5 5 5 C.L. COCHERA N.P.T.=+6.71 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COCINA PASILLO DORMITORIO R.A.N. 6″ Pozo de Absorcion Seccion Sanitaria B -B” SIN ESCALA Alzado Principal SELLOS OFICIALES PLANO DE PERMISOS CONTIENE : Sin Escala NORTE 5 5 5 5 boiler B.A.P. B.A.P. B.A.N. B.A.N. COLUMNA COLUMNA COLUMNA ZAPATA 5 5 ZAPATA 5 5 6″ 6″ 6″ 6″ B.A.P. 50 cms 50 cms SIN ESCALA SIN ESCALA SIN ESCALA Escala 1:100 Escala 1:100 Escala 1:100 Escala 1:100 Escala 1:100 Escala 1:100 Escala 1:100 Planta de Cimentacion y Drenaje Planta Baja Planta Alta Planta azotea LAMINA : ESCALA : 1 : 100 1 DE 1 COLONIA ZAPOPAN, JALISCO NOVIEMBRE 2010 FECHA: UBICACION : PROPIETARIO : CALLE JOSE LUIS FRANCO SERVIN PERITO : CASA HABITACION 106.33 M2 206.65 M2 100.32 M2 180.00 M2 CUADRO DE AREAS = 40.0 Kg/m2 = 30.0 Kg/m2 0.110m. x 1600 Kg/m3 0.025m. x 1600 Kg/m3 0.020m. x 1500 Kg/m3 0.100m. x 1100 Kg/m3 MOSAICO HORMIGON PESO DE BOVEDA MORTERO/MOSAICO CARGA MUERTA = 176.0 Kg/m2 = 110.0 Kg/m2 PLANTA BAJA TOTAL DE CONSTRUCCION PLANTA ALTA TERRENO W TOTAL CARGA MUERTA CARGA VIVA DE PIEDRA. RESISTENTE. ENTRE LAS OPCIONES SE ELIGIO PRINCIPALMENTE: DE APROXIMADAMENTE 50 Kg/cm2, ESTE SUELO-CEMENTO TENDRA UNA RESISTENCIA A LA COMPRESION, A 28 DIAS, EL MATERIAL A USARSE EN LA CIMENTACION DEBERA SER ESTRUCTURALMENTE SUELO-CEMENTO, JAL-CRETO O CONCRETO (f’c=50 Kg/cm2) Y MAMPOSTERIA = 380.0 Kg/m2 = 580.0 Kg/m2 = 200.0 Kg/m2 ENJARRE = 24.0 Kg/m2 0.020m. x 1200 Kg/m3 SUPERFICIES 8.00 m 22.50 m UBICACION Planta Alta Planta Baja TERRENO = 180.00 m2 CUADRO DE CARGAS 106.33 m2 100.32 m2 ING. LOUIS ADOLFO ROSS PEÑA OPZ- 3620 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VACIO VACIO VACIO 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 VACIO VACIO 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 B.A.P. B.A.P. B.A.P. B.A.N. CASTILLOS POSO DE ABSORCION DEMACIAS 6″ 6″ B.A.P. 6″ 6″ R.A.N. A COLECTOR MPAL. 5 5 5 5 COLUMNA R.A.N. 6″ SIN ESCALA SELLOS OFICIALES PLANO DE PERMISOS CONTIENE : 5 5 5 5 COLUMNA COLUMNA COLUMNA ZAPATA 5 5 ZAPATA 5 5 6″ 6″ 6″ 6″ Escala 1:100 Escala 1:100 Escala 1:100 Escala 1:100 viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 8″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 8″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 8″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 8″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 8″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 6″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ viga i.p.s. 4″ 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 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 PATIO DE CL. SERVICIO CL. CL. 5 5 Planta Baja 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 10 11 1 2 3 4 5 6 7 8 B.A.P. Planta Alta Planta Baja 106.33 m2 100.32 m2 Planta Alta Alzado ppal. 5 5 A A B C D F 1 2 4 3 6 7 8 9 10 E F 10 9 8 7 5 2 1 A A B C D F 1 4 3 6 7 8 9 10 E F 10 9 8 7 5 2 1 A A B C D F 1 4 3 6 7 8 9 10 E F 10 9 8 7 5 2 1 A A B C D F 1 4 3 6 7 8 9 10 E F 10 9 8 7 5 2 1