House Room DWG Block for AutoCAD

House Room DWG Block for AutoCAD

House room – 2 bedrooms stay – kitchen – bathroom – dining room – patio service – structural plants architectural facades

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

made by coconut, ground floor, cim. and drainage, rd, outlet to collector, municipal, rp, exit to the street, specifications, the builder must adhere to the complete rules contained in the regulation of cons-, any additive that is used in the concrete should be approved by the site management and, the concrete should be vibrated and chopped with rods to allow air to escape, castings will not be allowed in direct contact with the ground, there should always be formwork or slab, the concrete of all cast structural elements in the place must have as resistance, the casting of each structural element must be monolithic, avoid ducts or holes in structural elements already cast, use this plane exclusively for structures, which prevents the loss of water or contamination of the concrete. , trucciones., general notes :, controlled by the materials laboratory., concrete will be used with indicated resistances., and obtain a better cast., concrete :, to achieve r a good connection of tubes and boxes it is necessary to make the tubes a soft doubles, the placement of the electric pipe should be done once this grid is finished, the placement of the reinforcement should be done foreseeing that no rod match with any, the formwork must be completely clean, leveled and lead according to the element to be trimmed, electrical tubing and reinforced with slabs. The bending of the rods will preferably be done in benches to obtain the coatings, lighting box, upper and lower indicated. , the poles will have an anchoring length according to the corresponding rod frame., it will be half of the indicated distance., diam. in., reinforcement., caliber, rod frame, sticks, the support of struts and right feet should be made on suitable drag, perfect-, which is assured the vertical and lateral stability when placing the concrete., the forms should be tied for the necessary moorings and braces, before casting, take care that the faces of the formwork that will be in direct contact with the ground with wedges of double the width of the prop., the concrete, are completely free of waste and they will be duly moistened, the joints of the forms will be hermetic to avoid leaking milk, to the rod to bend., bedroom, bathroom, dressing room, dome, hallway, floor, empty, up, kitchen, dining room, room, washing, tv room, garage, architectural., structural, upper floor, castles and drain., plant, roof, balcony, section, longitudinal, elevation, main, foundations, trabe, contrabe, armed type slab and trabes

Raw text data extracted from CAD file:

K1 Hecho por coco \A1;2.10 \A1;0.60 \A1;1.40 \A1;0.70 \A1;0.30 \A1;1.20 \A1;1.40 \A1;0.30 \A1;0.91 \A1;2.10 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 -825.6924036209423 \A1;2.50 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.50 \A1;2.50 \A1;2.50 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;0.30 \A1;3.78 \A1;2.40 \A1;3.78 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;2.70 \A1;0.30 \A1;2.70 \A1;0.30 \A1;1.00 \A1;1.00 \A1;2.10 \A1;2.10 \A1;2.70 \A1;2.70 \A1;0.30 \A1;1.00 \A1;1.00 \A1;2.10 \A1;2.70 \A1;0.30 \A1;2.40 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 D C A 1.5 6.0 1 1' 2 1 2 3 3 5.0 8.175000000000182 2.0 5.0 5 5 5.724999999999909 18.90000000000009 5.444999999999709 A D 5 5 B 3.574999999999818 0.9250000000001819 18.61999999999989 2' PLANTA BAJA ESC: 1:100 CIM. Y DRENAJE R-D SALIDA A COLECTOR MUNICIPAL PVC 4" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" R-P PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" R-P PVC 6" PVC 6" PVC 6" SALIDA A ARROLLO DE LA CALLE SALIDA A ARROLLO DE LA CALLE 2.400000000000091 3.775000000000091 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;1.50 \A1;6.00 D C A 1.5 6.0 1 1' 2 1 2 5.0 8.175000000000182 2.0 5.0 18.90000000000009 B 3.574999999999818 0.9250000000001819 18.61999999999989 2' R-D PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" R-P PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" R-P PVC 6" 2.400000000000091 3.775000000000091 3 3 5.724999999999909 5.444999999999709 PVC 4" PVC 6" PVC 6" 5 5 A D 5 5 PLANTA BAJA ESC: 1:50 CIM. Y DRENAJE SALIDA A COLECTOR MUNICIPAL PVC 4" PVC 6" PVC 6" SALIDA A ARROLLO DE LA CALLE SALIDA A ARROLLO DE LA CALLE \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;2.40 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;0.30 \A1;2.70 \A1;0.30 \A1;2.70 \A1;0.30 \A1;1.00 \A1;1.00 \A1;2.10 \A1;2.10 \A1;2.70 \A1;2.70 \A1;0.30 \A1;1.00 \A1;1.00 \A1;2.10 \A1;2.70 \A1;0.30 100 10 15 20 15 30 70 #3 @ 30 100 10 15 20 15 30 70 20 15 10 100 #3@30 #3@30 30 70 30 15 #3 @ 30 120 10 15 20 120 10 15 20 20 15 10 120 #3@30 #3@30 \A1;2.50 \A1;6.01 \A1;6.01 \A1;2.00 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;2.50 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 \A1;2.50 \A1;1.50 \A1;6.00 \A1;5.00 \A1;8.18 \A1;2.00 \A1;4.18 \A1;2.00 \A1;5.00 \A1;4.20 \A1;1.53 \A1;18.90 \A1;4.20 \A1;1.25 \A1;18.62 \A1;6.01 \A1;6.01 \A1;2.00 ESPECIFICACIONES: EL CONSTRUCTOR DEBERA SUJETARSE A LAS NORMAS COMPLETAS CONTENIDAS EN EL REGLAMENTO DE CONS- CUALQUIER ADITIVO QUE SE USE EN EL CONCRETO DEBERA SER APROBADO POR LA DIRECCION DE OBRA Y EL CONCRETO DEBERA VIBRARSE Y PICARSE ADEMAS CON VARILLAS PARA PERMITIR LA SALIDA DEL AIRE NO SE PERMITIRA COLADOS EN CONTACTO DIRECTO CON EL TERRENO, SIEMPRE DEBERA EXISTIR CIMBRA O PLANTILLA LOS RECUBRIMIENTOS LIBRES EN LOS ELEMENTOS SON LOS SIGUIENTES: CIMENTACION 5 CMS, TRABES Y COLUMNAS FIRME DALAS CADENAS Y CASTILLOS (f'c=200 kg/cm2), LOSAS TRABES COLUMNAS Y CIMENTACION f'c=200 kg/cm2), EL CONCRETO DE TODOS LOS ELEMENTOS ESTRUCTURALES COLADOS EN EL LUGAR DEBERAN TENER COMO RESISTENCIA NINGUN ELEMENTO ESTRUCTURAL PODRA RECIBIR CARGA ANTES DE 28 DIAS DE HABERSE COLADO. EL COLADO DE CADA ELEMENTO ESTRUCTURAL DEBERA SER MONOLITICO. SE EVITARA DUCTOS O HUECOS EN ELEMENTOS ESTRUCTURALES YA COLADOS. 4 CMS., NERVADURAS Y LOSAS 2 CMS.DEBIENDO USAR SILLETAS METALICAS. UTILIZAR ESTE PLANO EXCLUSIVAMENTE PARA ESTRUCTURAS. QUE EVITE LA PERDIDA DE AGUA O CONTAMINACION DEL CONCRETO. TRUCCIONES. NOTAS GENERALES: CONTROLADO POR EL LABORATORIO DE MATERIALES. SE USARA CONCRETOS CON RESISTENCIAS INDICADAS. MINIMA A LA COMPRESION (f'c) ESPECIFICADA PARA CADA ELEMENTO. Y OBTENER UN MEJOR COLADO. CONCRETO: PLANTILLAS f'c=100 kg/cm2 \A1;Lg \A1;L/4 \A1;L/4 \A1;La \A1;La PARA LOGRAR UNA BUENA CONEXION DE TUBOS Y CAJAS ES NECESARIO HACERLE A LOS TUBOS UN DOBLES SUAVE LA COLOCACION DE LA TUBERIA ELECTRICA DEBERA HACERSE UNA VEZ QUE ESTE TERMINADA LA PARRILLA DE LA COLOCACION DEL REFUERZO DEBERA HACERSE PREVIENDO QUE NO COINCIDAN NINGUNA VARILLA CON ALGUNA LA CIMBRA DEBERA ESTAR COMPLETAMENTE LIMPIA, NIVELADA Y A PLOMO SEGUN ELEMENTO A CIMBRAR. LA SEPARACION DE ESTRIBOS VERTICALES PARA COLUMNAS Y CASTILLOS EN SUS EXTREMOS (L/6 DE LONGITUD) LOS TRASLAPES Y LAS ESCUADRAS TENDRAN UNA LONGITUD DE 40 Y 12 VECES EL DIAMETRO DE LA VARILLA TODOS LOS DOBLECES DE VARILLAS SE HARAN EN FRIO, EN UN PERNO CUYO DIAMETRO SERA 6 VECES MAYOR EL ACERO DE REFUERZO DEBERA SER CORRUGADO DE F'y= 4,200 kg/cm2. EXCEPTO LAS VARILLAS DEL No. 2, NO DEBERA TRASLAPAR MAS DEL 50% DEL ACERO EN UNA MISMA SECCION. ENTUBADO ELECTRICO Y ARMADO DE LOSAS. EL DOBLADO DE LAS VARILLAS SE HARA DE PREFERENCIA EN BANCOS PARA OBTENER LOS RECUBRIENTOS CAJA DE ALUMBRADO. EL PERALTE DE LAS LOSAS SERA DE 10 CMS. SUPERIORES E INFERIORES INDICADOS. LOS BASTONES TENDRAN UNA LONGITUD DE ANCLAGE SEGUN CUADRO DE VARILLA CORRESPONDIENTES. SERA A LA MITAD DE LA SEPARACION INDICADA. DIAM. PULG. REFUERZO. CALIBRE 2.5 3 4 5 8 6 Lg. (CMS) 15 20 20 25 55 35 1" CUADRO DE VARILLAS 5/16" 3/8" 1/2" 5/8" 3/4" 100 25 30 30 La (CMS) 35 45 -1668.019075521951 -1668.019075521951 -1668.019075521951 -1668.019075521951 BASTONES -1668.019075521951 EL APOYO DE PUNTALES Y PIES DERECHOS DEBERA HACERSE SOBRE ARRASTRES ADECUADOS, PERFECTA- QUE QUEDE ASEGURADA LA ESTABILIDAD VERTICAL Y LATERAL CUANDO SE COLOQUE EL CONCRETO. LAS CIMBRAS DEBERAN QUEDAR LIGADAS POR LOS AMARRES Y CONTRAVIENTOS NECESARIOS DE MANERA ANTES DE COLAR SE CUIDARA QUE LAS CARAS DE LA CIMBRA QUE ESTARAN EN CONTACTO DIRECTO CON MENTE APOYADOS AL TERRENO CON CUÑAS DEL DOBLE DEL ANCHO DEL PUNTAL. EL CONCRETO, ESTEN TOTALMENTE LIBRES DE RESIDUOS Y SE HUMEDECERAN DEBIDAMENTE. LAS JUNTAS DE LAS CIMBRAS SE HARAN HERMETICAS PARA EVITAR FUGAS DE LECHEDA. AL DE LA VARILLA A DOBLAR. RESPECTIVA (VER CUADRO DE VARILLA), ESPECIFICACIONES: N+0.00 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 D C A 1.5 6.0 1 1' 2 1 2 3 3 5.0 8.175000000000182 2.0 5.0 5 5 5.724999999999909 18.90000000000009 5.444999999999709 A D 5 5 B 3.574999999999818 0.9250000000001819 18.61999999999989 2' R-D SALIDA A COLECTOR MUNICIPAL PVC 4" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" R-P PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" R-P PVC 6" PVC 6" PVC 6" SALIDA A ARROLLO DE LA CALLE SALIDA A ARROLLO DE LA CALLE 2.400000000000091 3.775000000000091 \A1;8.18 \A1;5.73 \A1;5.45 \A1;3.58 \A1;0.93 \A1;2.40 \A1;3.78 \A1;1.50 \A1;6.00 \A1;5.00 \A1;2.00 \A1;5.00 \A1;18.90 \A1;6.01 \A1;6.01 \A1;18.62 D C A 1.5 6.0 1 1' 2 1 2 3 3 5.0 8.175000000000182 2.0 5.0 5 5 5.724999999999909 18.90000000000009 5.444999999999709 A D 5 5 B 3.574999999999818 0.9250000000001819 18.61999999999989 2' 2.400000000000091 3.775000000000091 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 RECAMARA N+3.00 BAÑO N+3.00 VESTIDOR N+3.00 RECAMARA N+3.00 DOMO PASILLO N+3.00 PASILLO N+3.00 PASILLO N+3.00 BAJA VACIO D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 R-D PVC 4" PVC 4" PVC 4" PVC 4" BAJA 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR BAP.4" PEND. 2% BAP.4" PEND. 2% BAP.4" BAP.4" BAP.4" BAP.4" PEND. 2% PEND. 2% PEND. 2% PEND. 2% DOMO D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 DOMO SUBE VACIO 5 5 COCINA N+0.15 COMEDOR N+0.15 CUARTO N+0.15 DE LAVADO N+-0.00 SALA DE TV. N+0.15 COCHERA N +- 0.00 2' D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 5 5 2' D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 5 5 2' 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm PLANTA BAJA ESC: 1:100 ARQUITECTONICA. PLANTA BAJA ESC: 1:100 CIM. Y DRENAJE PLANTA BAJA ESC: 1:100 ESTRUCTURAL PLANTA ALTA ESC: 1:100 ARQUITECTONICA. PLANTA ALTA ESC: 1:100 CASTILLOS Y DREN. PLANTA ALTA ESC: 1:100 ESTRUCTURAL PLANTA ESC: 1:100 DE AZOTEA R-D SALIDA A COLECTOR MUNICIPAL PVC 4" PVC 4" PVC 4" PVC 4" PVC 3" PVC 3" PVC 3" R-P PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" R-P PVC 6" PVC 6" PVC 6" SALIDA A ARROLLO DE LA CALLE SALIDA A ARROLLO DE LA CALLE COMEDOR N+0.15 PASILLO N+0.15 COCHERA N-0.00 RECAMARA N+3.00 BALCON N+3.00 PASILLO N+3.00 PASILLO N+3.00 RECAMARA N+3.00 BAÑO N+3.00 5 5 5 5 5 5 5 5 5 5 2.70 5 COCINA N+0.15 5 5 5 5 5 SECCION ESC: 1:100 LONGITUDINAL ALZADO ESC: 1:200 PRINCIPAL 5 5 5 5 5 5 D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 DOMO SUBE VACIO 5 5 COCINA COMEDOR CUARTO DE LAVADO SALA DE TV. COCHERA N +- 0.00 2' PLANTA BAJA ESC: 1:100 ARQUITECTONICA. 5 5 D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 5 5 2' PLANTA BAJA ESC: 1:100 CIMENTACION 5 5 N+0.00 COMEDOR PASILLO COCHERA N-0.00 RECAMARA N+3.00 BALCON N+3.00 PASILLO N+3.00 PASILLO N+3.00 RECAMARA N+3.00 BAÑO N+3.00 5 5 5 5 5 5 5 5 5 5 2.70 5 COCINA 5 5 5 5 5 SECCION ESC: 1:100 LONGITUDINAL N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 ZC-1 ZC-2 20 10 50 #3@30 #3@30 20 70 30 15 20 10 20 70 30 15 50 #3@30 #3@30 zc-1 zc-1 zc-1 zc-1 zc-1 zc-1 zc-1 zc-1 zc-2 zc-2 zc-2 zc-2 zc-2 zc-2 zc-2 0.30 Secc.30x30cm 8vr. # 4 Est. 1/4 @ 30cm 0.30 0.03 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 RECAMARA N+3.00 BAÑO N+3.00 VESTIDOR N+3.00 RECAMARA N+3.00 DOMO PASILLO N+3.00 PASILLO N+3.00 PASILLO N+3.00 BAJA VACIO PLANTA ALTA ESC: 1:100 ARQUITECTONICA. ( ZC) # 3 @30 # 3 @30 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm PLANTA ALTA ESC: 1:100 ESTRUCTURAL D C A 5 5 1 1' 2 1 2 3 3 5 5 5 5 5 5 5 5 5 A D 5 5 B 5 5 5 2' 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 5" IPS 14.8K/cm 6" IPR 6" IPR 6" IPR 6" IPR 6" IPR 8"X51/4 IPR 31.3Kg/cm 8"X51/4 IPR 31.3Kg/cm PLANTA BAJA ESC: 1:100 ESTRUCTURAL 5 5 D C A 5 5 1 1' 2' 2 1 2 3 3 5 5 5 5 5 5 4 5 4 5 5 5 5 5 5 5 A D 5 5 B 5 5 BAP.4" PEND. 2% BAP.4" PEND. 2% BAP.4" BAP.4" BAP.4" BAP.4" PEND. 2% PEND. 2% PEND. 2% PEND. 2% DOMO PLANTA ESC: 1:100 DE AZOTEA N+0.00 N+0.00 N+0.00 N+0.00 N+0.00 N+0.00 35 E # 2 @8 E # 2 @8 E # 2 @15 1 # 3 2 # 3 2 # 3 TRABE ( T ) 35 E # 2 @8 E # 2 @8 E # 2 @15 1 # 3 2 # 3 2 # 3 CONTRABE ( CT ) ARMADO TIPO LOSA Y TRABES 1/7 LB 1/4 LB 1/4 LC 1/4 LC 1/5 LC 1/5 LC LB LC

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bathroom, bedrooms, block, casa, chalet, dining, dwelling unit, DWG, haus, house, kitchen, logement, maison, patio, residên, residence, room, service, stay, unidade de moradia, villa, wohnung, wohnung einheit