Linked House DWG Section for AutoCAD

Linked House DWG Section for AutoCAD

Linked House – Twoo floors – Plants- Sections – Elevations

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

high floor architectural, a ”, projection of eaves, bathroom, terrace, arch projection, bedroom, ground floor, electrical installation, access to the board, chain projection, room, dining room, kitchen, garage, patio, electrical installation high floor, bench, court x – x ‘, vestibule, projection heater, water tank, municipal, to the network, hydro-sanitary facilities ground floor, bap, ups water, ban, hot, proy. cistern, cold, low, up to, pump, saf, hydro-sanitary facilities, high floor, reinforced mezzanine, ground floor, cms., empty, reinforced mezzanine, high floor, main facade, boulder, foundation, wall , chain, partition, foundation, chain of adjustment, chain of closing, castle, owner, house room, location, project, sup. ground, drawing, dimensions, in meters, s.a. of c.v., constructor group, date, scale, table, beams, overlap, fold, hook, structural specifications, no. overlapping folds hooks, diameter of the stirrup, the indicated beds are only schematic, the smallest, possible number of beds will be placed. placing as many rods as possible, the minimum separation between rods or packages, measured from its super-, in In all cases, the rods will be placed with a hook, unless indicated in the layers furthest from the axis of the trabe. Rod bundles can be formed. In the following way, the stirrups of rods and columns must comply with, against. properly tying the rods, the link is linked in consideration, in foundations, cured, uncoated, in slabs, coatings, in castles and chains, in columns and beams, the following form :, its correct setting., where indicated the opposite., of the vars. of the lower bed, one will run and another will be folded in, swing alternately complementing, with rods between each pair, of swings in the upper bed, indicated in plan., to give the separations, which the concrete should remain wet for, planes of installations the location of records, the hydraulic installations drowned in it, before casting the slabs should be verified in the electrical, and the placement of polyducts, as well as, separations indicated by the arrows in plan., specifications of slabs :, the casting of the slabs will be made with concrete, detail of reinforcement of slabs, cut, thickness, slab, plant, plan are only, schematic, do not have, structural in this, important note, should never be taken, all details, scale , so, measures with escalimetro., longitudinal cut cistern, structural detail of cistern, cistern cross-section, in both beds, chaflan, registry man, metal., useful tension, both beds , orientation and location, stamps, electrical symbology, simple contact, single switch, incandescent output, three-way switch, sanitary symbology, meter, helvex strainer, b.a.p. pvc, line piped by wall, safety switch, line piped by slab, distribution board, connection, registration, pvc pipe, hydraulic simbology, saf, baf, sac, up cold water, low cold water, hot water rises , gate valve, tee cu., cold water, nose valve, hot water, water heater, load chart, circuit, totals, interr., demand factor, total load demanded, total w., single line diagram, architectural ground floor, up

Raw text data extracted from CAD file:

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Cms. 15 Cms. CE-01 CE-01 K-01 15 15 CE-01 CE-01 CE-01 CE-01 K-01 K-01 3.0 2.850000000000023 0.1500000000000057 0.1500000000000057 Cms. 15 Cms. Cms. 15 Cms. CE-01 CE-01 K-01 K-01 3.5 VACIO 5 x' 3.0 4 \A1;2.50 3 0.1500000000000199 1.269999999999953 0.1500000000000057 C 7.5 15 CE-01 CE-01 4.280000000000058 4.430000000000007 CE-01 K-01 K-01 0.1500000000000057 A 2.430000000000007 2.279999999999987 0.1500000000000057 Y Cms. 15 15 Cms. Cms. 15 Cms. CE-01 CE-01 CE-01 K-01 K-01 K-01 K-01 \A1;1.50 1.350000000000023 0.1499999999999488 B Cms. 15 Cms. 15 CE-01 CE-01 K-01 K-01 2.279999999999987 2.430000000000007 1 \A1;1.42 0.1500000000000057 0.1500000000000057 D 1 2 3 2' 3' 5 4' 4 6 x 3.419999999999987 3.420000000000002 3.269999999999996 9.77000000000001 15.0 14.70000000000002 2.770000000000039 CE-01 2.5 ARMADO DE ENTREPISO PLANTA ALTA K-01 A'' \A1;0.15 0.1500000000000057 A \A1;0.15 1.629999999999967 K-01 C Y' B \A1;0.15 6 D 0.1500000000000625 0.1499999999999915 ESC. 1:75 2.279999999999987 2.430000000000007 2.279999999999987 2.430000000000007 CE-01 0.1500000000000057 3.0 1.09999999999998 Cms. Cms. K-01 K-01 15 Cms. 15 Cms. 15 15 CE-01 K-01 CE-01 CE-01 CE-01 CE-01 K-01 0.1500000000000199 0.1500000000000057 1.34999999999981 1.850000000000165 2.000000000000014 1.499999999999986 15 Cms. Cms. 15 15 Cms. Cms. 15 CE-01 CE-01 CE-01 CE-01 CE-01 K-01 K-01 CE-01 15 15 Cms. 0.8849999999999767 CE-01 K-01 K-01 K-01 K-01 0.1500000000000199 0.1500000000000057 1.479999999999961 0.7199999999999704 0.1500000000000057 1.600000000000037 1.615000000000009 0.1500000000000199 Cms. 15 Cms. 15 CE-01 CE-01 CE-01 K-01 K-01 3.0 4 5 3.5 VACIO 2 x' 3 2.5 2.349999999999952 0.1500000000000341 0.1500000000000199 1.41999999999959 1.269999999999953 7.5 15 CE-01 3.380000000000024 3.22095238095244 CE-01 K-01 A' 0.1499999999999773 0.1500000000000057 0.1500000000000057 A 0.9000000000000057 1.049999999999983 Cms. 15 Cms. \A1;1.50 CE-01 K-01 0.1500000000000057 C Y 1.350000000000023 0.1499999999999488 B 1 0.1500000000000057 D 0.1500000000000057 3.263098071001238 14.85000000000001 14.85000000000002 3.419999999999959 3.269999999999996 3.420000000000002 0.1500000000000057 6 0.1499999999999915 ESC. 1:75 Y' ACCESO ARMADO DE ENTREPISO PLANTA BAJA 4.282310403839773 7.5 CM-01 CD-01 A \A1;0.15 K-01 CM-01 CD-01 D \A1;0.15 B \A1;0.15 \A1;2.77 K-01 C 6 0.1500000000000057 0.1500000000000057 0.1500000000000057 0.1500000000000199 0.1500000000000199 2.5 2.349999999999952 2 3.5 3.34999999999998 5 2.850000000000023 3.0 x 3 4 2.279999999999987 2.430000000000007 1 CM-02 CM-02 CM-02 2 2.349999999999952 0.1500000000000341 3.356901928998653 2.850000000000108 0.1500000000000057 0.1500000000000057 0.1500000000000199 CM-02 CM-02 CM-01 CM-01 CD-01 CD-01 CD-01 K-01 CM-02 CM-02 CM-01 CM-01 CD-01 CD-01 CD-01 CD-01 K-01 CM-02 CM-01 CM-01 CD-01 CD-01 CD-01 CD-01 K-01 K-01 CM-02 CM-02 CM-01 CM-01 CD-01 CD-01 CD-01 CD-01 K-01 K-01 3.5 5 3 \A1;2.50 4 3.0 x' 0.1500000000000057 2.279999999999987 4.430000000000007 4.280000000000058 7.5 CM-01 CM-01 CD-01 CD-01 CD-01 Y A 0.1500000000000057 K-01 K-01 CM-02 CM-02 CM-01 CM-01 CM-01 CD-01 CD-01 CD-01 D 0.1500000000000057 \A1;1.42 K-01 K-01 B 0.1499999999999488 1.350000000000023 \A1;1.50 K-01 K-01 K-01 K-01 C 0.1500000000000057 1.269999999999953 1 2.430000000000007 9.77000000000001 3.420000000000002 3.269999999999996 3.419999999999959 15.00000000000001 14.99999999999999 PEND. MIN. 2% 7.5 4.282310403839773 \A1;0.15 A 6 0.1500000000000057 6 ARMADO DE ENTREPISO PLANTA BAJA \A1;0.15 B PVC 4" BAP Y' ACCESO C \A1;2.77 \A1;0.15 ESC. 1:75 0.1499999999999915 D 4.280000000000058 4.430000000000007 7.499999999999972 2 0.1500000000000199 2.279999999999987 2.430000000000007 4 3.5 0.1500000000000057 3.34999999999998 5 0.1500000000000199 PEND. MIN. 2% x 3 2.5 0.1500000000000057 2.349999999999952 3.0 2.850000000000023 0.1500000000000057 A BAP PVC 4" 1 0.1500000000000057 2 N+2.70 0.1500000000000341 PEND. MIN. 2% 2.279999999999987 2.430000000000007 3 5 4 3.5 N+5.40 PEND. MIN. 2% PEND. MIN. 2% VACIO \A1;2.50 2.349999999999952 N±0.00 0.1500000000000199 3.0 x' 1 \A1;1.50 1.350000000000023 0.1499999999999488 B Y PEND. MIN. 2% \A1;1.42 1.269999999999953 0.1500000000000057 C PEND. MIN. 2% PEND. MIN. 2% PVC 4" BAP 0.1500000000000057 0.1500000000000057 D PEND. MIN. 2% 0.3599999999999994 5.399999999999977 7.499999999999972 ESC. 1:50 1.270000000000124 2.599999999999994 FACHADA PRINCIPAL \A1;0.18 \A1;0.18 2.507833517032395 0.10 0.10 2.599999999999994 0.10 0.20 \A1;2.40 0.10 0.20 \A1;2.40 \A1;0.57 \A1;0.15 \A1;0.15 0.8999999999999488 0.1500000000000057 1.349999999999909 0.1499999999999773 0.1499999999999773 0.1499999999999488 1.420000000000044 2.657833517032344 0.7221664829676513 1.049999999999955 A A' A'' 1.500000000000028 C B D 50 TU 15 DESPLANTE CD-01 PIEDRA BRAZA CIMIENTO DE 80 MURO DE CADENA DE TABIQUE CM-01 S/ESC 80 30 CIMIENTO 15 5 80 20 MURO DE CIMIENTO CM-02 S/ESC PIEDRA BRAZA CIMIENTO DE 80 TABIQUE CADENA DE 80 30 DESPLANTE CD-01 15 5 80 20 15 CD-01 20 @ 20 cms. CADENA DE DESPLANTE ESTRIBOS No. 2 4 VARS.No.3 S/ESC CE-01 CADENA DE CERRAMIENTO 4 VARS. No. 3 ESTRIBOS No. 2 @ 20 cms. 15 20 S/ESC K-01 15 4 VARS.No.3 @ 20 cms. ESTRIBOS No. 2 15 CASTILLO S/ESC \A1;3.27 \A1;9.77 \A1;4.28 \A1;0.15 \A1;0.15 \A1;2.35 \A1;0.15 \A1;2.35 \A1;0.15 \A1;2.50 \A1;3.35 \A1;3.50 \A1;0.15 \A1;2.85 \A1;0.15 \A1;0.15 \A1;3.00 \A1;0.15 \A1;4.28 \A1;4.43 \A1;0.15 \A1;2.28 \A1;0.15 \A1;2.43 \A1;0.15 \A1;2.28 \A1;1.27 \A1;1.35 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.43 \A1;15.00 \A1;15.00 \A1;3.42 \A1;3.42 \A1;3.42 \A1;7.50 \A1;2.00 \A1;2.77 \A1;2.50 \A1;0.70 \A1;2.50 \A1;0.50 \A1;3.50 \A1;3.50 \A1;0.50 \A1;2.00 \A1;1.50 \A1;3.00 \A1;7.50 \A1;1.42 \A1;1.50 \A1;4.91 \A1;5.13 \A1;22.50 \A1;0.22 \A1;2.40 \A1;0.22 \A1;2.03 \A1;0.23 \A1;1.65 \A1;2.78 \A1;0.22 \A1;0.23 \A1;3.42 \A1;1.08 \A1;2.22 \A1;0.22 \A1;0.23 \A1;0.22 \A1;0.23 \A1;2.63 \A1;1.88 PROPIETARIO SUP. CONSTRUIDA P. BAJA: 89.74 m2 CASA HABITACION UBICACION PROYECTO SUP. TERRENO DIBUJO COTAS EN METROS S.A. DE C.V. GRUPO CONSTRUCTOR FECHA ESCALA PLANO 1 112.5 M2 SUP. CONSTRUIDA P. ALTA: 83.95 m2 SUP. TOTAL CONSTRUIDA : 173.69 m2 SUP. TOTAL CONSTRUIDA : 173.69 m2 SUP. CONSTRUIDA P. ALTA: 83.95 m2 SUP. CONSTRUIDA P. BAJA: 89.74 m2 112.5 M2 SUP. TERRENO UBICACION PROPIETARIO PROYECTO CASA HABITACION EN METROS COTAS DIBUJO GRUPO CONSTRUCTOR S.A. DE C.V. PLANO 2 ESCALA FECHA CUADRO TRABES TRASLAPE DOBLEZ GANCHO ESPECIFICACIONES ESTRUCTURALES ACERO DE REFUERZO ALTOS HORNOS ALTA RESISTENCIA fy=4,200kg/cm2. EL CONCRETO DEBERA PERMANECER HUMEDO POR UN PERIODO DE 15 DIAS MINIMO A LOS 15 DIAS CEMENTO RAPIDO PORTLAND TIPO II ASTM-C-150-69 A A LOS 28 DIAS CEMENTO NORMAL PORTLAND TIPO I ASTM-C-150-69 No. TRASLAPE DOBLECES GANCHOS DIAMETRO DEL ESTRIBO LOS LECHOS INDICADOS SON SOLAMENTE ESQUEMATICOS, SE COLOCARA EL MENOR NUMERO POSIBLE DE LECHOS.COLOCANDO EL MAYOR NUMERO POSIBLE DE VARILLAS LA SEPARACION MINIMA ENTRE VARILLAS O PAQUETES, MEDIDA A PARTIR DE SU SUPER- EL PRIMER ESTRIBO DE SE COLOCARA A 5 CM DEL PANO DE LA COLUMNA O TRABE CON QUE EL RECUBRIMIENTO DE LAS VARILLAS, MEDIDO A SU SUPERFICIE EXTERNA, DE 2.0 CM. EL TAMANO MAXIMO DE AGREGADOS QUE SE PUEDE USAR ES DE 2.0 CM.(3/4") EN TODOS LOS CASOS LAS VARILLAS SE COLOCARAN CON GANCHO, SALVO INDICACION EN EN LAS CAPAS MAS ALEJADAS DEL EJE DE LA TRABE. PUEDEN FORMARSE PAQUETES DE VARILLAS.DE LA SIGUIENTE FORMA LOS ESTRIBOS DE TRABES Y COLUMNAS DEBERAN CUMPLIR CO 12 CONTRA. AMARRANDO CORRECTAMENTE LAS VARILLAS. SE LIGUE LA TRABE EN CONSIDERACION. FICIE EXTERNA SERA DE 2.0 CM. GANCHO 12d MINIMO r MINIMO 2d = r d r= 5.0 cm. r= 1.5 cm. r= 2.0 cm. r= 2.0 cm. 40 25 19 13 EN CIMENTACIONES CURADO DESCIMBRADO 3/8" 1/4" EN LOSAS RECUBRIMIENTOS: 3 2 PLANTILLAS DE CONCRETO f'c=100kg/cm2. CONCRETO ESTRUCTURAL f'c=250 kg/cm2. EN CASTILLOS Y CADENAS EN COLUMNAS Y TRABES 65 32 = 77 103 38 53 50 26 5/8" 5 LA SIGUIENTE FORMA: 3/4" 1" 6 8 1/2" 4 12 8 TRASLAPE 20 D N 24 32 D 6 D GANCHO = = 6 D 16 DOBLEZ SU CORRECTO FRAGUADO. DE CALIDAD f'c=200kg/cm2. DONDE SE INDIQUE LO CONTRARIO. DE LAS VARS. DEL LECHO INFERIOR SE CORRERA UNA Y SE DOBLARA OTRA EN COLUMPIO ALTERNADAMENTE COMPLEMEN TANDO CON BASTONES ENTRE CADA PAR DE COLUMPIOS EN EL LECHO SUPERIOR INDICADAS EN PLANTA. PARA DAR LAS SEPARACIONES @15 CUAL EL CONCRETO DEBERA PERMANECER HUMEDO PARA TODAS LAS LOSAS SERAN DE 10cm. DE ESPESOR, EXCEPTO PLANOS DE INSTALACIONES LA LOCALIZACION DE REGISTROS EL ARMADO DE LAS LOSAS SE HARA CON VARS. No. 3, EXCEPTO DONDE SE INDIQUEN BASTONES DEL No.4, A LAS LAS INSTALACIONES HIDRAULICAS AHOGADAS EN LA MISMA. ANTES DE COLAR LAS LOSAS DEBERA VERIFICARSE EN LOS ELECTRICOS Y LA COLOCACION DE POLIDUCTOS, ASI COMO SEPARACIONES INDICADAS POR LAS FLECHAS EN PLANTA. SE DESCIMBRARA A LOS 15 DIAS MINIMO, TIEMPO EN EL ESPECIFICACIONES DE LOSAS: EL COLADO DE LAS LOSAS SE HARA CON CONCRETO DETALLE DE ARMADO DE LOSAS 5.- 1.- 2.- 3.- 4.- L CORTE ESPESOR DE LOSA 30 30 @15 @30 @30 L/5 @30 30 15 30 30 @30 L/4 L/5 15 30 30 @15 30 PLANTA L/4 @15 PLANO SON SOLAMENTE ESQUEMATICOS, NO TIENEN ESTRUCTURALES EN ESTE NOTA IMPORTANTE NUNCA DEBERAN TOMARSE TODOS LOS DETALLES ESCALA, POR LO QUE MEDIDAS CON ESCALIMETRO. 15 15 COTAS EN CENTIMETROS S/ESC CORTE LONGITUDINAL CISTERNA DETALLE ESTRUCTURAL DE CISTERNA CORTE TRANSVERSAL CISTERNA 10 185 10 10 40 135 10 10 10 40 250 300 EN AMBOS LECHOS CAPACIDAD: 10.00m3. VARS.No.3 @15X20cms. EN AMBOS LECHOS CAPACIDAD:10.00m3. CHAFLAN 200 12 15 REGISTRO HOMBRE 60x60cms,CON TAPA VARS.No.3 @30X30cms. 180 METALICA. 200 12 60x60 @30X30cms. VARS.No.3 TIRANTE UTIL 30 AMBOS LECHOS VARS.No.3 @15X20cms. 200 12 15 CHAFLAN 60x60 @30X30cms. VARS.No.3 TIRANTE UTIL 180 @30X30cms. VARS.No.3 METALICA. 60x60cms,CON TAPA REGISTRO HOMBRE EN AMBOS LECHOS 200 12 30 ORIENTACION Y LOCALIZACION SELLOS ORIENTACION Y LOCALIZACION SELLOS SIMBOLOGIA ELECTRICA CONTACTO SENCILLO APAGADOR SENCILLO SALIDA INCANDESCENTE DE ARBOTANTE DE 100w c/u APAGADOR DE TRES VIAS SIMBOLOGIA SANITARIA CODO DE PVC. 4" CON CODO 45° DE PVC. 4" CODO DE PVC. 4" MEDIDOR CENTRO 100w DE 4"d DE 2"d REDUCCION 2'' COLADERA HELVEX B.A.P. DE PVC MODELO CH24 B.A.P. DE PVC LINEA ENTUBADA POR MURO INTERRUPTOR DE SEGURIDAD LINEA ENTUBADA POR LOSA TABLERO DE DISTRIBUCION BOMBA ACOMETIDA CODO 45° DE PVC. DE 2" CODO 90° DE PVC. DE 2" ''Y'' DE P.V.C 4'' CON REGISTRO DE TUBERIA DE PVC R REDUCCION 2'' MAMPOSTERIA 40x60 SIMBOLOGIA HIDRAULICA S.A.F. B.A.F. S.A.C. M TUB. C/AGUA CALIENTE SUBE AGUA FRIA BAJA AGUA FRIA SUBE AGUA CALIENTE TUB. C/AGUA FRIA VALVULA DE COMPUERTA TEE Cu. AGUA FRIA CODO Cu. 90° CODO Cu. 45° VALVULA DE NARIZ AGUA CALIENTE MEDIDOR CALENTADOR DE AGUA CUADRO DE CARGAS CIRCUITO TOTALES IPx20 AMP. IPx20 AMP. INTERR. - C-1 C-2 FACTOR DE DEMANDA CARGA TOTAL DEMANDADA 0 100W 0 0 8 5 3 125W 7 18 11 100W 3 0 250W 3 1 4250 2550 WATTS 60% 4250 1975 TOTALES 2275 TOTAL W. 1 DIAGRAMA UNIFILAR IP-20A DIAGRAMA UNIFILAR 3x30 AMP. ACOMETIDA IP-20A 2-12 C-1 C-2 2-12 5 5 5 5 5 5 5 ARQUITECTONICO PLANTA BAJA ACCESO 5 5 N-0.18 N-0.36 \A1;0.15 A 5 6 Y' 5 PROYECCION DE ALERO 5 ESC. 1:75 \A1;0.15 \A1;0.15 N-0.36 B C D 5 6 5 5 5 5 5 2 2 5 N±0.00 5 5 5 5 SUBE PROYECCION DE CADENA N+0.90 N+0.72 N+0.54 N+0.36 N+0.18 N±0.00 SALA COMEDOR x 5 5 5 5 4 3 5 5 CL PROYECCION DE CADENA N+2.70 N+2.52 N+2.34 N+2.16 N+1.98 N+1.80 N+1.62 N+1.44 N+1.26 N+1.08 14 13 12 11 10 9 8 BAÑO COCINA 5 5 5 5 5 N±0.00 5 4 3 1 2 COCHERA 5 5 5 PROYECCION DE ALERO PROYECCION DE ALERO N±0.00 7 6 PATIO x' 4 3 5 5 5 5 5 A 5 5 5 1 Y PROYECCION DE CADENA N±0.00 RECAMARA 5 \A1;0.50 PROYECCION DE CADENA 5 5 5 5 5 5 BAÑO D C B 5 5 5 1 2' 3' 4' 1 2 3 4 5 6 5 5 5 N+2.70 PVC 4" N-0.36 BANQUETA R 5 N+5.40 PVC 4" ESC. 1:50 CORTE X - X' 5 COCINA RECAMARA 5 SALA COMEDOR N+2.75 N+2.70 N±0.00 N±0.00 R R 5 5 5 TERRAZA 5 5 5 5 VESTIBULO 5 RECAMARA CL N+2.70 R PROYECCION CALENTADOR PVC 4" N±0.00 5 5 5 5 5 5 N+5.40 TINACO CL CAP. 1100L 5 CL RECAMARA PVC 4"

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, dwelling unit, DWG, elevations, floors, haus, house, linked, logement, maison, plants, residên, residence, section, sections, twoo, unidade de moradia, villa, wohnung, wohnung einheit