Family Housing Structure DWG Block for AutoCAD

Family Housing Structure DWG Block for AutoCAD

Structure Housing and shed 2 level commercial

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

machiembrado, layer of asphalt, tile Creole, common corridor, indicated, san cristobal, scale:, topographer:, digitization:, review :, architect :, location :, date :, cvt, map :, civ, municipality :, project: , sheet no., calculation:, passer unefa: ruben grove, detail of centered foundation, vr, xxy, column, exemplar foundation detail, detail beam of beam, as sup., as inf., node detail in column, separation stirrups, sl separation ligature, steel cutting staircase, section a, ribbed slab detail, anime block, asphalt shroud, truss – a, truss – b, truss – c, truss – d, truss – e, b section, beams detail of mezzanine, mezzanine floor detail, roof covered with acerolit, without scale, detail ceiling slab, in housing, detail of roof, in barn, truss, description, type, shoe, pedestal, esp., prof., reinforcement, housing vicente mosquera, intern unefa: ruben grove, detail of bolts, fixed support, roof in barn, mobile support, tip., soldadu field, all around, welding thickness in mm, fillet type welding, fillet welding, materials :, det. articulated support of the truss, det. fixed support of the truss

Raw text data extracted from CAD file:

Machiembrado Tubo Estructural 80 x 40 Capa de Asfalto Viga Estructural 120x60 mm 0.60 Teja Criolla 3,54 4,08 3,03 .30 3,70 4,00 2,86 2,86 2,87 3,20 3,26 2,46 2,87 3,20 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 3,54 4,08 3,03 .30 3,70 4,00 3,26 2,46 2,87 3,20 3,36 \A1;0.30 \A1;0.40 3,54 4,08 3,03 .30 3,70 4,00 3,26 2,46 2,87 3,20 3,36 2,46 2,87 3,20 2,87 3,20 2,46 2,87 \A1;0.30 \A1;0.30 1,35 PASILLO COMUN \W7.83462; PLANTA DE FUNDACIONES Indicada ENERO / 2012 SAN CRISTOBAL \W0.36147; \W1.10000x;Est. \W1.10000x;1/2 \W1.1;PLANTA Y DETALLES DE FUNDACIONES DETALLE DE MURO Escala: Topografo: Digitalización: Reviso: Arquitecto: Situación: Fecha: cvt Plano: c.i.v. c.i.v. c.i.v. Municipio: Proyecto: Hoja Nº 5 5 5 .30 5 5 1 2 3 4 5 6 7 5 5 5 5 A B C D E 5 5 5 5 A B C D E PARROQUIA SAN JUAN BAUTISTA, SECTOR MACHIRI VEREDA 1 PARTE ALTA, #1-3 CON VIA PRINCIPAL MACHIRI Calculo: Pasante UNEFA: RUBEN ARBOLEDA V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 F1 V.R. 0.30 x 0.30 F1 F3 F3 F3 F2 F2 F2 F2 F3 F3 F1 F1 - 2.70 ± 0.00 - 2.70 (C2) (C2) (C2) (C2) (C2) (C2) (C2) (C3) (C2) (C2) (C2) (C2) (C2) (C2) (C2) (C2) (C2) (C2) (C2) 2Ø5/8" 0.35 0.35 2Ø5/8" \Fromans.shx;0.30 \Fromans.shx;0.30 \Fromans.shx;0.30 \Fromans.shx;0.30 \Fromans.shx;0.10 \Fromans.shx;0.10 COLUMNA Tipo C2 ESCALA 1/10 4Ø1/2" \Fromans.shx;0.10 \Fromans.shx;0.30 \Fromans.shx;0.10 \Fromans.shx;0.30 \Fromans.shx;0.30 \Fromans.shx;0.30 DETALLE DE FUNDACION centrada V.R. V.R. X x Y V.R. X Acero (a/s) Acero (a/s) V.R. Y V.R. Columna DETALLE DE FUNDACION exentrica V.R. V.R. X x Y X Acero (a/s) Acero (a/s) V.R. 0.30 Y V.R. Columna 0.40 x 0.40 2Ø1/2" 0.30 0.30 \Fromans.shx;Est Ø3/8"@15cm. \Fromans.shx;0.25 \Fromans.shx;0.25 0.25 0.25 \Fromans.shx;0.10 \Fromans.shx;0.10 DETALLE VIGA DE RIOSTRA ESCALA 1/10 2Ø1/2" .10 .07 2Ø1/2" 0.30 0.30 2Ø1/2" \T0.95;Est. Ø3/8"@15cm. \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.10 \Fromans.shx;0.10 COLUMNA Tipo C1 \T0.95;4Ø1/2" \Fromans.shx;0.10 \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.25 h: Variable (min: 1.50) 0.30 0.30 h: Variable (min: 1.50) 0.30 0.40 x 0.40 PASILLO COMUN \W6.90765; PLANTA DE ENTREPISO 5 5 5 .30 5 5 1 2 3 4 5 6 7 5 5 5 5 A B C D E VE-E (1-4) 0.30 x 0.40 VE -1 (B-E) 0.30 x 0.40 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 V.R. 0.30 x 0.30 ±0.00 ± 0.00 ±0.00 VE-E (5-7) 0.30 x 0.40 VE-D (1-4) 0.30 x 0.40 VE-D (5-7) 0.30 x 0.40 VE-C (1-4) 0.30 x 0.40 VE-C (5-7) 0.30 x 0.40 VE-B (1-7) 0.30 x 0.40 VE - 2 (B-E) 0.30 x 0.40 VE - 3 (B-E) 0.30 x 0.40 VE -4 (B-E) 0.30 x 0.40 VE - 5 (B-E) 0.30 x 0.40 VE -6 (B-E) 0.30 x 0.40 VE - 7 (B-E) 0.30 x 0.40 LE-1 LE-2 LE-1 LE-1 LE-3 L Esc-1 L Esc-2 1.35 3.54 4.08 3.03 As Sup. As Inf. 1` 1 2 3 4 0.30 x 0.40 0.30 x 0.40 0.30 x 0.40 0.30 x 0.40 0.175 0.175 0.175 0.175 0.175 0.175 2 d 5/8" x 6.43 0.20 6.23 2 d 5/8" x 4.77 0.20 2 d 5/8" x 6.27 (Centrada) 2 d 5/8" x 9.96 0.20 10.16 2 d 5/8" x 4.77 0.20 EST. d 3/8" 1.15 7 C./.18 2R 3.54 20 C./.18 2R 4.08 23 C./.18 2R 3.03 17 C./.18 2R 3.72 4.00 As Sup. As Inf. 5 6 7 0.30 x 0.40 0.30 x 0.40 2 d 5/8" 8.12 0.20 7.72 0.20 0.20 0.20 EST. d 3/8" 3.72 21 C./.18 2R 4.00 23 C./.18 2R 0.69 3.54 4.08 3.03 As Sup. As Inf. 1` 0.30 x 0.40 0.30 x 0.40 0.30 x 0.40 0.30 x 0.40 0.20 0.20 2 d 5/8" x 7.65 0.20 7.45 2 d 5/8" x 6.69 0.20 EST. d 3/8" 0.49 3 C./.18 2R 0.80 10 C./.09 2R 1.54 8 C./.18 2R 0.80 10 C./.09 2R 0.80 10 C./.09 2R 2.08 11 C./.18 2R 0.80 10 C./.09 2R 0.80 10 C./.09 2R 1.03 5 C./.18 2R 0.80 10 C./.09 2R 1 2 3 4 VE-D (1-4) 0.30 x 0.40 3.72 4.00 As Sup. As Inf. 5 6 7 0.30 x 0.40 0.30 x 0.40 0.175 0.175 0.175 0.175 0.175 0.175 EST. d 3/8" 3.72 21 C./.18 2R 4.00 23 C./.18 2R VE-D (5-7) 0.30 x 0.40 VE-E (5-7) 0.30 x 0.40 3.54 4.08 3.03 As Sup. As Inf. 0.30 x 0.40 0.30 x 0.40 0.30 x 0.40 0.20 0.20 2 d 5/8" x 7.16 0.20 6.96 2 d 5/8" x 6.66 0.20 EST. d 3/8" 0.80 10 C./.09 2R 1.54 8 C./.18 2R 0.80 10 C./.09 2R 0.80 10 C./.09 2R 2.08 11 C./.18 2R 0.80 10 C./.09 2R 0.80 10 C./.09 2R 1.03 5 C./.18 2R 0.80 10 C./.09 2R 1 2 3 4 VE-C (1-4) 0.30 x 0.40 3.72 4.00 As Sup. As Inf. 5 6 7 0.30 x 0.40 0.30 x 0.40 0.175 0.175 0.175 0.175 0.175 0.175 EST. d 3/8" 3.72 21 C./.18 2R 4.00 23 C./.18 2R VE-C (5-7) 0.30 x 0.40 5 NIVEL: ± 0.00 DETALLE DE NODO EN COLUMNA .05 10cm SE separacion estribos SL separacion ligadura .05 20cm 20cm 10cm 10cm .05 La primera ligadura se colocara a 5cm del tope al fondo de la viga. 2h Zona de Confinamiento min. 45cms .05 h El primer estribo se colocara a 5cm de la cara de la columna. 2h Zona de Confinamiento min. 45cms DESPIECE ACERO ESCALERA Ø 3 / 8 " @ 15 cm. x 0.94 Ø 3 / 8 " @ 15 cm.x 0.68 Rep. Ø 3 / 8 " @ 15 cm. Ø 1 / 2 " @ 30 cm. Long. 3,45 0.46 .10 .10 0.40 2.40 Ø 1 / 2 " @ 30 cm. Long. 3,40 0.55 .10 0.70 .15 1.90 Rep. Ø 3 / 8 " @ 15 cm. Ø 3 / 8 " @ 15 cm. x 0.68 Ø 1 / 2 " @ 30 cm. Long.= 3,10 0.45 .10 .10 2,00 0.45 Ø 1 / 2 " @ 30 cm. Long.= 3,15 2,40 0.35 .10 0.20 .10 0.30 0.40 \Fromans.shx;Est Ø3/8"@18cm. \Fromans.shx;0.25 \Fromans.shx;0.25 \Fromans.shx;0.35 \Fromans.shx;0.35 \Fromans.shx;0.10 \Fromans.shx;0.10 SECCION A \Fromans.shx;ESCALA 1/10 2Ø5/8" 2Ø5/8" A A A A A A .10 .40 .10 .10 .40 DETALLE DE LOSA NERVADA BLOQUE DE ANIME .05 .20 Malla truckson 4" x 4" Cabillas del nervio 3Ø1/2" 0.25 PASILLO COMUN \W8.78737; PLANTA ESTRUCTURAL DE TECHO 5 5 5 .30 5 5 1 2 3 4 5 6 7 5 5 5 5 A B C D E VT-E (1-4) CONDUVEN 120X60 VT-D (1-4) CONDUVEN 120X60 VT - 5 (B-E) CONDUVEN 120X60 VT - 7 (B-E) CONDUVEN 120X60 5 VT-C (1-2) CONDUVEN 120X60 VE-T (3-4) CONDUVEN 120X60 Correas Tubo 80x40mm Machiembrado Manto Asfaltico Correas Tubo 80x40mm VT - 2(B-D) CONDUVEN 120X60 VT - 2(B-D) CONDUVEN 100x40 CERCHA - A CERCHA - B CERCHA - C CERCHA - D CERCHA - E CONDUVEN 80X40 CONDUVEN 80X40 CONDUVEN 80X40 CONDUVEN 80X40 CONDUVEN 80X40 CONDUVEN 80X40 5 5 5 B C D E LE-1 (nervada e=0.25) 1Ø1/2"x 9.00 1Ø1/2"x 9.00 5 5 C D E LE-2 (nervada e=0.25) 1Ø1/2"x 6.45 1Ø1/2"x 6.45 5 5 B C D LE-3 (nervada e=0.25) 1Ø1/2"x 5.70 1Ø1/2"x 5.70 0.30 0.30 \Fromans.shx;Est Ø3/8"@18cm. \Fromans.shx;0.25 \Fromans.shx;0.25 0.25 0.25 \Fromans.shx;0.10 \Fromans.shx;0.10 SECCION B \Fromans.shx;ESCALA 1/10 2Ø1/2" 2Ø1/2" DETALLE VIGAS DE ENTREPISO ESCALA 1/75 E D C B A 3,20 2,87 2,86 2,86 DETALLE LOSA DE ENTREPISO ESCALA 1/75 2,87 3,20 C D E TECHO CUBIERTA DE ACEROLIT Sin Escala DETALLE LOSA DE TECHO (C2) (C2) (C2) (C2) (C2) F1 F1 F1 F1 F1 F1 F3 F3 F2 F1 F2 (C3) F1 (C2) F1 F1 (C1) F3 (C1) F3 (C1) F3 (C1) F1 (C1) F1 (C1) F1 MATERIALES Suelo: Rs= 1 Kg/cm² Acero= Fy = 4.200 Kg/cm² Concreto F'c= 250 Kg/cm² 0.25 .175 .175 .15 .15 .175 .175 .15 .15 .175 .175 .15 .15 .175 .175 .15 .15 .175 .175 .15 0.25 .175 .175 .15 0.25 .175 .175 .15 .15 .175 .175 .15 .175 .175 .15 .175 .175 5 EN VIVIENDA Sin Escala DETALLE DE TECHO EN GALPON TECHO CUBIERTA DE ACEROLIT Sin Escala \A1;CORREAS TUBO 4 x 1 \S1/2; " ESCALA 1/10 \T0.95;Est. Ø3/8"@15cm. ESCALA 1/75 ESCALA 1/75 ESCALA 1/75 ESCALA 1/25 Machiembrado CERCHA CUADRO DE FUNDACIONES ( Rs = 1 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. REFUERZO (EN DIRECCION A) REFUERZO (EN DIRECCION B) A B C D E H F-1 1.35 1.35 0.40 0.40 0.30 1.80 0.15 0.15 13 d 3/8" x 1.50 0.15 0.15 F-2 1.10 1.10 0.40 0.40 0.30 1.80 0.15 0.15 11 d 3/8" x 1.25 0.15 0.15 F-3 1.65 1.65 0.40 0.40 0.30 1.80 0.15 0.15 16 d 3/8" x 1.80 0.15 0.15 13 d 3/8" x 1.50 11 d 3/8" x 1.25 16 d 3/8" x 1.80 Indicada ENERO / 2012 SAN CRISTOBAL \W0.53571; Est. 2/2 \W1.1;PLANTA ESTRUCTURAL DE ENTREPISO Y TECHO DETALLES DE VIGAS Y LOSAS Escala: Topografo: Digitalización: Reviso: Arquitecto: Situación: Fecha: cvt Plano: c.i.v. c.i.v. c.i.v. Municipio: Proyecto: Hoja Nº VIVIENDA VICENTE MOSQUERA PARROQUIA SAN JUAN BAUTISTA, SECTOR MACHIRI VEREDA 1 PARTE ALTA, #1-3 CON VIA PRINCIPAL MACHIRI Calculo: Pasante UNEFA: RUBEN ARBOLEDA MATERIALES Suelo: Rs= 1 Kg/cm² Acero= Fy = 4.200 Kg/cm² Concreto F'c= 250 Kg/cm² 17.644.832 17.644.832 CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL PLANCHA METALICA ANCLAJE 200 x 200 x 12.7 mm COLUMNA CONCRETO 30X30 cm PERNOS \C3;d 1/2" A325 1/2" 1/2" S/E DETALLE DE PERNOS PERNOS d 1/2" A325 51mm CON ARANDELA DOBLE DE PRESION Y DOBLE TUERCA EN UN EXTREMO \LNOTAS: 1.- LA SOLDARURA A UTILIZAR ES DE TIPO E-70 Y DEBE APLICARSE CON UN ESPESOR MÍNIMO DE 3mm INDEPENDIENTEMENTE DEL CASO. 2.- LA SOLDADURA DE FILETE DEBE APLICARSE EN TODO EL PERIMETRO O SUPERFICIE DE CONTACTO ENTRE LOS PERFILES A UNIR. 3.- LA SOLDADURA DE TOPE O DE PENETRACIÓN PARCIAL DEBE APLICARSE EN TODO EL PERIMETRO DE LA SECCIÓN A UNIR. CONDUVEN 100X40 CONDUVEN 100X40 1 CONDUVEN 120X60 CONDUVEN 100X40 APOYO FIJO 2 CONDUVEN 120X60 CONDUVEN 100X40 3 CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL PLANCHA METALICA ANCLAJE 200 x 200 x 12.7 mm COLUMNA CONCRETO 30X30 cm CORDON SOLDADURA E 70 D= 5 mm Perimetro 30 cm AGUJEROS OVALADOS PERNOS \C3;d 1/2" A325 CORDON SOLDADURA E 70 D= 5 mm Perimetro 30 cm 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 3,70 4,00 5 6 7 CONDUVEN 120X60 CONDUVEN 100X40 CONDUVEN 100X40 DETALLE DE CERCHA \H0.5x; TECHO EN GALPON ESC: 1/50 TECHO CUBIERTA DE ACEROLIT \A1;CONDUVEN 80X40 mm APOYO MOVIL APOYO FIJO TIP. 3 TIP. 3 (C2) TIP. 3 TIP. 5 TIP. 5 PERNOS DE 1/2" SOLDADURA EN CAMPO TODO AL REDEDOR ESPESOR DE SOLDADURA EN mm SOLDADURA TIPO FILETE PLANCHA 200X200X1/2" (SUPERIOR) ELECTRODO=Exx 70KSI soldadura Soldadura a filete MATERIALES: ACERO ESTRUCTURAL: Fy= 3515 Kg/cm² Fc=210 Kg/cm2 para concreto DET. APOYO ARTICULADO DE LA CERCHA COLUMNA CONCRETO 30X30 cm DET. APOYO FIJO DE LA CERCHA \Q-22;CONDUVEN 120 x 60 mm ESTRUCTURAL \Q-22;CONDUVEN 120 x 60 mm ESTRUCTURAL \Q-22;CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 100X40 Indicada ENERO / 2012 SAN CRISTOBAL \W0.53571; Est. 1/1 \W1.1;DETALLES DE PLANCHAS Y SOLDADURA Escala: Topografo: Digitalización: Reviso: Arquitecto: Situación: Fecha: cvt Plano: c.i.v. c.i.v. c.i.v. Municipio: Proyecto: Hoja Nº VIVIENDA VICENTE MOSQUERA PARROQUIA SAN JUAN BAUTISTA, SECTOR MACHIRI VEREDA 1 PARTE ALTA, #1-3 CON VIA PRINCIPAL MACHIRI Calculo: Pasante UNEFA: RUBEN ARBOLEDA 17.644.832 7.72 2 d 5/8" 8.12 2 d 5/8" 8.12 0.20 7.72 0.20 0.20 0.20 7.72 2 d 5/8" 8.12 2 d 5/8" 8.12 0.20 7.72 0.20 0.20 0.20 7.72 2 d 5/8" 8.12 6.49 2 d 5/8" x 7.65 7.45 2 d 5/8" x 6.69 6.49 6.46 CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL PLANCHA METALICA ANCLAJE 200 x 200 x 12.7 mm COLUMNA CONCRETO 30X30 cm PERNOS \C3;d 1/2" A325 CORDON SOLDADURA E 70 D= 5 mm Perimetro 30 cm DET. APOYO FIJO DE LA CERCHA CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL CONDUVEN 120 x 60 mm ESTRUCTURAL PLANCHA METALICA ANCLAJE 200 x 200 x 12.7 mm COLUMNA CONCRETO 30X30 cm CORDON SOLDADURA E 70 D= 5 mm Perimetro 30 cm AGUJEROS OVALADOS PERNOS \C3;d 1/2" A325 DET. APOYO ARTICULADO DE LA CERCHA

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, block, casa, chalet, commercial, dwelling unit, DWG, Family, family housing, haus, house, Housing, Level, logement, maison, residên, residence, shed, structure, unidade de moradia, villa, wohnung, wohnung einheit