Housing Trade DWG Block for AutoCAD

Housing Trade DWG Block for AutoCAD

Housing trade with its three levels roof and zotano

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

american standard, porcelain – white, consult the designer., the same section., indicated or the specified percentages, lower is joined on the supports, being the, b – in case of not joining in the areas, c – for lightened and beams flat steel, note, living room, detail of blackwater drops, location:, indicated, scale:, date:, plan:, construction of single-family housing in regularization ways, sheet:, project :, property :, llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll, lllllllllllllll, feeders, circuit, receptacles, distribution board, location detail of, to illuminate. and tomac., of the type to embed ticino or similar with plastic plates magic series, galvanized iron cabinet to embed with frame and metal door, all the cunductores will be continuous from box to box. will not be allowed, and pillars that will be pvc-sap, standard size galvanized iron boxes for embed light type, switches and outlets, technical specifications, fittings that remain inside the pipes, pipes, boxes, conductors, columns and beams , of column, plate or beam, detail of bending of stirrups, specified, delivery of joists, note:, lower is joined on the supports, being, slabs and lightened, overlapping joints for beams, h greater, values ​​of m, superior , lower, h any, h minor, reinforcement, will be located in the, joints l, same section., armor in one, will not be spliced, central third., in columns, overlaps and splices, slabs, colum, the column or support, of light of the slab or, will not be allowed, beam on each side of, splices of reinforcement, slabs and beams, beams, stirrups, rmin., ladder

Raw text data extracted from CAD file:

2 American Standard Kitchen Sink - 42" 3 bowl - Gourmet Porcelain - White American Standard Kitchen Sink - 42" 3 bowl - Gourmet Porcelain - White \A1;.40 \A1;3.10 \A1;.40 \A1;2.70 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;2.70 \A1;.40 \A1;3.10 \A1;.40 \A1;.50 KW CONSULTAR AL PROYECTISTA. UNA MISMA SECCION. INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o 35cm. PARA ø1/2" Y 5/8". LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN B- EN CASO DE NO EMPALMARSE EN LAS ZONAS C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO NOTA 4.35 4.50 4.36 1.35 1.40 1.35 1.40 1.35 0.30 3.10 3.50 1.00 1.00 0.90 0.90 0.40 0.25 0.40 0.25 13.50 0.80 0.40 2.70 0.40 3.10 0.40 0.50 4.35 4.50 4.36 1.00 1.00 0.90 1.00 4.35 4.50 4.36 1.00 1.00 1.00 1.00 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;.05 \A1;L \A1;L -152.4298671692186 -152.4298671692186 -152.4298671692186 \A1;.02 -153.4665031580878 5 \A1;.15 0,3 0,1 0,3 0,1 0,3 0,1 0,3 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r 0,15 0,2 \A1;L/4 \A1;L/3 m \A1;L/4 \A1;L/3 \A1;L/4 \A1;L/4 m \A1;L/3 3.50 3.10 0.90 1.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.00 1.00 0.90 0.90 0.90 0.80 1.35 0.40 0.40 0.30 7.00 13.50 0.40 2.70 0.40 3.10 0.40 4.35 4.50 4.36 1.00 1.00 0.90 1.00 4.35 4.50 4.36 1.00 1.00 3.50 3.10 0.90 1.00 0.90 0.90 0.90 0.90 0.90 0.90 1.00 1.00 0.90 0.90 0.90 0.90 7.00 1.00 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\A1;2.70 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;2.70 \A1;.40 \A1;3.10 \A1;.40 \A1;.50 \A1;4.50 \A1;4.35 \A1;4.36 \A1;3.50 \A1;3.10 0.15 0.15 2.80 2.80 SALA ESTAR DORMITORIO 01 \A1;.25 \A1;.40 \A1;3.10 \A1;.40 \A1;2.70 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;2.70 \A1;.40 \A1;3.10 \A1;.40 \A1;.50 \A1;4.50 \A1;4.35 \A1;4.36 \A1;3.50 \A1;3.10 DETALLE DE BAJADAS DE AGUAS NEGRAS WC CODO A 45° TV 100ø 50ø REDUCCION 100/50 YEE 45° CODO A 90° 2.10 min. .20 .05 .10 .10 .05 .10 \A1;0.30 \A1;0.06 \A1;0.06 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.60 \A1;S/CIMIENTO \A1;0.60 \A1;0.60 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 4.15 13.50 1.50 2.80 0.40 2.80 0.40 0.75 0.40 0.45 0.10 0.30 0.40 0.30 0.40 0.30 0.40 0.30 0.40 0.40 2.70 0.40 3.10 0.40 4.35 4.50 4.36 4.35 4.50 4.36 3.50 3.10 7.00 13.50 0.30 4.06 0.30 4.20 0.30 4.05 0.30 0.60 0.10 0.30 2.80 0.40 2.80 0.40 0.75 0.40 0.45 0.10 0.40 0.30 0.30 0.10 0.40 0.60 0.30 0.60 0.30 4.35 4.50 4.36 0.30 0.40 3.10 3.50 0.25 0.20 0.25 0.20 0.20 0.80 0.60 0.20 1.65 1.65 1.65 1.65 0.30 0.40 3.00 0.35 0,2 0.50 1.00 1.00 0.10 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;L/4 \A1;m \A1;L/3 2.80 0.40 2.80 0.40 2.80 0.40 2.60 \A1;.40 1.20 2.80 0.40 2.80 0.40 2.80 0.40 2.60 0.40 3.20 3.00 0.20 1.00 2.00 0.20 1.00 1.80 0.20 1.20 3.20 3.20 3.20 3.00 2.80 3.20 3.20 3.00 2.60 2.80 0.40 0.40 0.40 3.00 0.20 2.80 0.40 2.80 \W0.9;\T0.85;PLANTA DE DISTRUBUCIÓN, 1º,2º 3º NIVEL . UBICACIÓN : INDICADA NOVIEMBRE 2011 ESCALA : FECHA : PLANO : CONSTRUCCIÓN DE VIVIENDA UNIFAMILIAR EN VIAS DE REGULARIZACIÓN NUMERO : 108 AVENIDA : PANAMA URBANIZACIÓN: "LAS MERICAS" DISTRITO : ABANCAY PROVINCIA : ABANCAY REGIÓN : APURIMAC \Q17;\W0.8;\T0.75;AR 01 LAMINA : PROYECTO: PROPIEDAD: \W0.9;\T0.85;SRA. SIMEONA CARDENAS BORDA . llllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllll \A1;.50 \A1;.40 \A1;.20 \A1;.40 \A1;3.65 \A1;.15 \A1;1.00 \A1;.15 \A1;.90 \A1;.15 \A1;.66 \A1;.15 \A1;1.05 \A1;1.65 \A1;.70 \A1;1.13 \A1;.70 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.45 \A1;5.85 \A1;2.85 \A1;.25 \A1;2.60 \A1;.25 \A1;.25 1.82 1.20 1.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.85 \A1;.30 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;.30 \A1;.80 \A1;1.90 \A1;.80 3.25 0.35 2.25 0.35 2.45 0.35 3.60 2.60 2.80 \A1;1.15 \A1;4.10 \A1;.90 \A1;2.70 \A1;2.70 \A1;.15 \A1;1.15 \A1;.88 \A1;1.40 \A1;.92 \A1;.15 1.60 0.25 2.20 0.25 2.20 0.25 2.45 2.45 5.85 2.85 2.60 0.25 0.25 0.70 3.10 0.40 0.60 0.30 0.40 1.20 1.20 1.20 1.20 3.25 0.35 2.25 0.35 1.15 0.45 0.10 0.25 0.25 0.25 0.25 0.25 0.25 2.45 0.35 0.25 2.20 0.25 2.20 0.25 2.45 2.45 5.85 2.85 2.60 0.25 0.25 0.70 3.40 0.60 0.70 0.70 0.70 0.30 2.45 2.45 0.70 0.60 0.70 0.70 0.70 0.25 0.35 0.25 0.35 2.85 0.30 0.70 0.70 0.25 0.35 0.25 0.35 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r \A1;L/4 \A1;L/3 m \A1;L/4 \A1;L/3 \A1;L/4 \A1;L/4 m \A1;L/3 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;a \A1;r 0,3 0,1 0,3 0,1 0,3 0,1 0,3 0,2 0,1 0,15 0,2 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.45 \A1;2.85 \A1;.25 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.45 \A1;2.85 \A1;.25 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.45 \A1;5.85 \A1;2.85 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;.30 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.45 \A1;5.85 \A1;2.85 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;.30 \A1;2.94 \A1;3.19 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.85 \A1;.30 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;2.94 \A1;3.19 \A1;.25 \A1;2.20 \A1;.25 \A1;2.45 \A1;2.85 \A1;.30 \A1;2.60 \A1;.25 \A1;.25 \A1;.70 \A1;13.50 \A1;.40 \A1;3.10 \A1;.40 \A1;2.70 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;2.70 \A1;.40 \A1;3.10 \A1;.40 \A1;.50 \A1;3.50 \A1;3.10 \A1;4.50 \A1;4.35 \A1;4.36 \A1;4.35 \A1;4.50 \A1;4.36 \A1;.15 \A1;1.80 \A1;.12 -1222.551209392409 25 mm2 PVC-P ALIMENTADORES CIRCUITO DE TOMACORRIENTES 20 mm2 PVC-P TABLERO DE DISTRIBUCION DETALLE DE UBICACION DE ESCALA : 1/25 \A1;0.05 Sube 20 mm d PVC-P para alumbr. y tomac. a 2do piso -1222.551209392409 Del tipo para empotrar ticino ó similar con placas de plástico serie magic Todas las tuberias de plástico PVC-SEL de 15mmd, salvo alimentadores Gabinete de fierro galvanizado para empotrar con marco ypuerta metálica, Todos los conductores serán de cobre electrolito, con conductibilidad de 100% Todos los cunductores serán continuos de caja a caja. No se permitirán y montantes que serán de PVC-SAP Cajas de fuerro galvanizado tamaño standard para empotrar tipo liviano INTERRUPTORES Y TOMACORRIENTES ESPECIFICACIONES TECNICAS con interruptores automáticos termomagnéticos de 10A cap ruptura empalmes que queden dentro de las tuberias. TABLERO DE DISTRIBUCION ELECTRICA EN 220V. TUBERIAS de 15A-220V, respectivamente CAJAS * * * * CONDUCTORES * SS.HH 06 5 5 5 5 5 5 5 5 5 5 5 5 5 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 5 5 5 4 3 2 1 5 5 5 5 5 A A B B A A B B A A B B \A1;1\U+00D85/8" \A1;1\U+00D85/8" \A1;1\U+00D85/8" \A1;1\U+00D85/8" \A1;1\U+00D85/8" \A1;2\U+00D85/8" \A1;2\U+00D83/4"+1d5/8" \A1;1\U+00D85/8" Ø3/8" 2@0.05 4@0.10 3@0.15 R@0.20 5 \A1;Ø3/8" ESCALA: 1:25 \LCORTE A-A \A1;2\U+00D85/8" \A1;2\U+00D83/4" \LVIGA PRINCIPAL EJE A-A,B-B Y C-C (0.30x0.40) ESCALA: 1:25 5 A B A A B B A A B B \A1;3\U+00D85/8" 5 C 5 5 5 5 \A1;2\U+00D85/8" \A1;3\U+00D85/8" \A1;2\U+00D85/8\fArial|b0|i0|c162|p34;" \A1;1\U+00D85/8\fArial|b0|i0|c162|p34;" \A1;1\U+00D85/8\fArial|b0|i0|c162|p34;" \A1;1\U+00D85/8\fArial|b0|i0|c162|p34;" \A1;2\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1\fArial Unicode MS|b0|i0|c162|p34;/\fArial Unicode MS|b0|i0|c238|p34;2\fArial Unicode MS|b0|i0|c162|p34;" \A1;1\U+00D85/8\fArial|b0|i0|c162|p34;" \LVIGA SECUNDARIA EJE 1-1,2-2,3-3 (0.25x0.40) ESCALA: 1:25 5 5 \A1;Ø3/8" ESCALA: 1:25 \LCORTE B-B \A1;3\U+00D85/8\fArial|b0|i0|c161|p34;" \A1;3\U+00D85/8\fArial|b0|i0|c161|p34;" 5 5 \A1;Ø3/8" ESCALA: 1:25 \LCORTE A-A \A1;2\U+00D85\fArial Unicode MS|b0|i0|c161|p34;/\fArial Unicode MS|b0|i0|c238|p34;8\fArial|b0|i0|c161|p34;" \A1;3\U+00D85\fArial Unicode MS|b0|i0|c161|p34;/\fArial Unicode MS|b0|i0|c238|p34;8\fArial|b0|i0|c161|p34;" 5 5 5 5 5 5 5 5 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial Unicode MS|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 5 5 5 VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) 5 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" C B A 4 3 2 1 \LLOSA ALIGERADA 1º,2º,3º NIVEL ESCALA: 1:50 5 5 5 5 5 5 5 \A1;As.Tº 1Ø1/4"@0.25 \A1;1Ø1/2" \A1;1Ø1/2" \A1;1Ø1/2" \A1;1Ø1/2" ESCALA: 1:20 \LDETALLE LOSA ALIGERADA EN COLUMNAS Y VIGAS dDE COLUMNA,PLACA O VIGA DETALLE DE DOBLADO DE ESTRIBOS ESPECIFICADO ESPECIFICADO a r 45° 45° ENTREGA DE VIGUETAS 5 5 NOTA: UNA MISMA SECCION. B- EN CASO DE NO EMPALMARSE EN LAS ZONAS CONSULTAR AL PROYECTISTA. C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA VIGAS, L/4 L/3 0.45 0.40 0.40 3/8" m 1.30 1.00 1" 1.15 0.50 0.75 0.60 0.45 5/8" 0.50 3/4" 0.60 0.55 1/2" 0.40 0.40 L/4 h MAYOR VALORES DE m DE 0.30 SUPERIOR INFERIOR h CUALQUIERA ø h MENOR DE 0.30 REFUERZO REFUERZO L/3 L/4 L/4 m L/3 \LCONCRETO: \H0.7x;\l\C3;FALSA ZAPATA: C:H: 1:12+30%PG CIMIENTO CORRIDO: C:H: 1:10+30%PG SOBRE CIMIENTO: C:H: 1:10+25%PM ZAPATAS f'C=210KG/cm2 COLUMNAS f'C=210KG/cm2 VIGAS, LOSA ALIG. f'C=210KG/cm2 ESCALERAS f'C=210KG/cm2 ACERO : fy=4200Kg/cm2 \H1.429x;\C1;RECUBRIMIENTOS: \H0.7x;\C3;ZAPATAS 7.5Cm. COLUMNAS, VIGAS: 4Cm. LOSA ALIG., ESCALERAS 2.5Cm \H1.429x;\C1;EMPALMES: 36Ø \H0.7x;\C3; Ø1/2" =50Cm MINIMO Ø5/8" =60Cm MINIMO Ø3/4" =70Cm MINIMO \H1.429x;\C1;TRASLAPES: \H0.7x;\C3; ACERO SUPERIOR EN EL TERCIO CENTRAL ACERO INFERIOR EN BASE DE COLUMNAS \LESPECIFICACIONES TECNICAS se ubicarán en el Los empalmes L misma sección. armadura en una más del 50% de la No se empalmarán tercio central. EN COLUMNAS 6mm 3/8" 5/8" 1/2" d TRASLAPES Y EMPALMES LOSAS, COLUM. la columna o apoyo de luz de la losa o No se permitirán una Longitud de 1/4 viga a cada lado de superior (negativo) en empalmes de refuerzo 30 40 30 50 60 50 40 (cm) (cm) LOSAS Y VIGAS VIGAS ESTRIBOS R 15cm 10cm L 2.0cm 1.5cm Rmin. 3/8" d 6mm 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2 1 5 5 \A1;2\U+00D85/8" \A1;2\U+00D83/4"+1d5/8\fArial|b0|i0|c238|p34;\H1.004x;" \A1;2\U+00D85/8" \A1;2\U+00D83/4"+1\U+00D85/8" \A1;1\U+00D85/8" 5 5 \A1;Ø3/8" ESCALA: 1:25 \LCORTE B-B \A1;3\U+00D85/8" \A1;2\U+00D83/4" \A1;1\U+00D85/8" 5 5 VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) VIGUETA (0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) VIGUETA(0.15 x\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34;0.20) ESCALERA 5 5 5 5 5 5 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34; 1/2\fArial Unicode MS|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 5 5 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial Unicode MS|b0|i0|c161|p34;" C B A 4 3 2 1 \LLOSA ALIGERADA ZOTANO ESCALA: 1:50 5 5 5 \A1;1\U+00D8\fArial Unicode MS|b0|i0|c238|p34;1/2\fArial|b0|i0|c161|p34;" 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, block, casa, chalet, dwelling unit, DWG, haus, house, Housing, levels, logement, maison, residên, residence, roof, trade, unidade de moradia, villa, wohnung, wohnung einheit