Low Income Duplex Housing–Concrete Filled Steel Tubing DWG Detail for AutoCAD

Duplex or two-family housing. Each unit 689 sq ft — 64m2 — three bedrooms, two baths. Constructed using concrete filled steel columns . Structural details.

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

object, description, distribution of axes, plant location. porticos, porticos in x, beams and columns. Exploded, porticos en y, bevelled general. beams and columns, note: for all the porticos. the distances represented in ceiling beams and columns, are measured without estimating the bevelling in these members., quality of materials, roof, slope and dimensions, first roof. dimensions, second ceiling. dimensions, orthogonal views. belts, foundations plant, foundation slab, foundation slab. Explodes, section a-a, filled column. slab anchors, section b-b, base plate and anchors, base plate, column anchoring, single floor, definition of structural axes, roof floor, main facades, lateral facades

Raw text data extracted from CAD file:

OBJETO DESCRIPCIÓN 1 : XX \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;4.350 \A1;3.500 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;4.350 \A1;3.500 \A1;1.325 \A1;1.325 \A1;0.650 \A1;4.350 \A1;3.500 \A1;4.150 \A1;3.850 \A1;4.150 \A1;3.850 \A1;0.650 DISTRIBUCIÓN DE EJES PLANTA DE UBICACIÓN. PÓRTICOS 1:50 PORTICOS EN X VIGAS Y COLUMNAS. DESPIECES 1:50 5 5 5 5 5 5 5 5 PÓRTICO A = PÓRTICO E PÓRTICO B = PÓRTICO C = PÓRTICO D 5 P.E. UNICON 120X60 L=<>m P.E. UNICON 120X60 L=<>m P.E. UNICON 100X100 L=<>m P.E. UNICON 100X100 L=<>m P.E. UNICON 100X100 L=<>m 5 a=<> PEND=21.90% a=<> PEND=21.90% 5 5 P.E. UNICON 120X60 L=<>m P.E. UNICON 120X60 L=<>m P.E. UNICON 100X100 L=<>m P.E. UNICON 100X100 L=<>m P.E. UNICON 100X100 L=<>m 5 a=<> PEND=21.90% a=<> PEND=21.90% 5 5 5 5 5 P.E. UNICON 100X100 L=3.343m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. 140X60 L=<>m P.E. 140X60 L=<>m 5 P.E. UNICON 100X100 L=4.296m P.E. UNICON 140X60 L=<>m 5 P.E. 140X60 L=<>m P.E. 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. 140X60 L=<>m P.E. 140X60 L=<>m P.E. UNICON 100X100 L=2.948m P.E. UNICON 140X60 L=<>m P.E. 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. 140X60 L=<>m PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PORTICOS EN Y VIGAS Y COLUMNAS. DESPIECES 1:50 a=<> PEND=21.90% 5 P.E. UNICON 100X100 TODAS LAS COLUMNAS 5 a=<> PEND=21.90% P.E. UNICON 120X60 L=<>m P.E. UNICON 120X60 L=<>m 5 a=<> PEND=21.90% a=<> PEND=21.90% 5 P.E. UNICON 100X100 TODAS LAS COLUMNAS P.E. UNICON 120X60 L=<>m 5 a=<> PEND=21.90% 5 5 a=<> PEND=21.90% P.E. UNICON 100X100 TODAS LAS COLUMNAS P.E. UNICON 120X60 L=<>m DETALLE Nº2 BISELADO GENERAL. VIGAS Y COLUMNAS 1:5 NOTA: PARA TODOS LOS PÓRTICOS. LAS DISTANCIAS REPRESENTADAS EN VIGAS DE TECHO Y COLUMNAS, SON MEDIDAS SIN ESTIMAR EL BISELADO EN ESTOS MIEMBROS. P.E. UNICON 100X100 L=3.343m P.E. UNICON 100X100 L=3.343m P.E. UNICON 100X100 L=3.343m P.E. UNICON 100X100 L=3.343m P.E. UNICON 100X100 L=4.296m P.E. UNICON 100X100 L=4.296m P.E. UNICON 100X100 L=4.296m P.E. UNICON 100X100 L=4.296m P.E. UNICON 100X100 L=2.948m P.E. UNICON 100X100 L=2.948m P.E. UNICON 100X100 L=2.948m P.E. UNICON 100X100 L=2.948m \A1;4.350 \A1;4.150 \A1;3.850 \A1;4.150 \A1;3.850 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;4.350 \A1;3.500 \A1;3.500 \A1;0.500 \A1;0.500 \A1;0.425 \A1;0.425 \A1;0.200 \A1;0.200 \A1;0.100 \A1;0.100 X \A1;0.100 \A1;0.100 \A1;3.400 \A1;0.355 \A1;5.900 \A1;0.355 \A1;0.100 \A1;2.900 \A1;0.430 \A1;0.100 \A1;2.900 \A1;12.000 \A1;2.150 \A1;0.100 \A1;0.100 \A1;0.026 \A1;0.026 \A1;0.060 \A1;0.200 \A1;0.100 \A1;0.200 \A1;0.100 \A1;0.200 \A1;0.180 \A1;0.620 \A1;0.500 \A1;0.180 \A1;0.200 \A1;0.200 \A1;0.030 \A1;0.140 \A1;0.030 \A1;0.030 \A1;0.140 \A1;0.030 \A1;0.060 \A1;0.060 CALIDAD DE LOS MATERIALES CONCRETO: LOSA DE DE FUNDACI\LÓ\LN \W5.00000; f’c = 210 Kg/cm² \W4.00000; \LRELLENO EN COLUMNASEN COLUMNAS \W5.00000; f’c = 210 Kg/cm² \W4.00000; \LPELDA\LÑ\LOS \W5.00000; f’c = 210 Kg/cm² ACERO DE REFUERZO Y ANCLAJE: Fy=4200Kg/cm² ACERO ESTRUCTURAL: \LVIGAS, CORREAS Y COLUMNASCORREAS Y COLUMNAS \W5.00000; PERFIL UNICON Fy=3515Kg/cm² \W5.00000; ASTM A-500 \W4.00000; \LPLACAS BASESBASES \W4.00000; ACERO ASTM A-36 \W4.00000; \LPELDA\LÑ\LOS \W4.00000; ANGULARES Fy=2500Kg/cm² SOLDADURAS: ELECTRODOS E60XX \W4.00000; \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;4.350 \A1;3.500 \A1;4.350 \A1;3.500 \A1;3.246 \A1;P.E. UNICON 120X60 L=3.507m \A1;P.E. UNICON 120X60 L=4.377m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 100X100 L=3.343m \A1;3.343 \A1;a=12.352° PEND=21.90% \A1;a=12.352° PEND=21.90% \A1;4.350 \A1;3.500 \A1;P.E. UNICON 120X60 L=3.507m \A1;P.E. UNICON 120X60 L=4.377m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 100X100 L=4.409m \A1;P.E. UNICON 100X100 L=3.343m \A1;3.343 \A1;a=12.352° PEND=21.90% \A1;a=12.352° PEND=21.90% \A1;2.850 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;P.E. UNICON 100X100 L=3.343m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 140X60 L=4.050m \A1;4.198 \A1;3.707 \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. 140X60 L=0.600m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=3.750m \A1;P.E. UNICON 140X60 L=4.050m \A1;P.E. 140X60 L=0.600m \A1;a=12.352° PEND=21.90% \A1;0.022 \A1;P.E. UNICON 100X100 TODAS LAS COLUMNAS \A1;0.026 \A1;a=12.352° PEND=21.90% \A1;P.E. UNICON 120X60 L=3.507m \A1;P.E. UNICON 120X60 L=4.377m \A1;0.026 \A1;a=12.352° PEND=21.90% \A1;0.022 \A1;P.E. UNICON 100X100 TODAS LAS COLUMNAS \A1;P.E. UNICON 120X60 L=4.377m \A1;0.026 \A1;a=12.352° PEND=21.90% \A1;a=12.352° PEND=21.90% \A1;0.022 \A1;0.026 \A1;a=12.352° PEND=21.90% \A1;P.E. UNICON 100X100 TODAS LAS COLUMNAS \A1;P.E. UNICON 120X60 L=3.507m TECHO PENDIENTE Y DIMENSIONES 1:50 5 5 5 5 5 5 5 5 TECHO PRIMER TECHO. DIMENSIONES 1:50 5 5 5 5 5 5 5 5 5 5 5 TECHO SEGUNDO TECHO. DIMENSIONES 1:50 5 5 5 5 5 5 5 5 TECHO ESPACIAMIENTO EN CORREAS. VIGAS/VOLADOS 1:50 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 CORREAS TIPO II INCLINADA L=4.00m CORREAS TIPO I INCLINADA L=6.50m TECHO VISTAS ORTOGONALES. CORREAS 1:50 VISTA X. PÓRTICOS: A = B = C = D = E VISTA Y. PÓRTICOS: 1 = 2 = 3 VISTA X. PÓRTICOS: A = B = C = D = E CORREAS TIPO I INCLINADA L=6.50m 5 5 5 CORREAS TIPO II INCLINADA L=4.00m 5 VOLADO = <>m TRAMO ED =<>m TRAMO DC =<>m VOLADO = <>m TRAMO BA =<>m TRAMO CB =<>m PLANTA DE FUNDACIONES LOSA DE FUNDACIÓN 1:50 CORTE 1-1. PORTICOS X LOSA DE FUNDACIÓN. DESPIECES 1:50 CORTE 2-2. PORTICOS Y LOSA DE FUNDACIÓN. DESPIECES 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 2 2 5 5 5 CABILLA d1/2″ @ 20cm, L=3.50m 5 5 CABILLA d1/2″ @ 20cm, L=6.00m 5 5 5 CABILLA d1/2″ @ 20cm, L=3.00m 5 5 5 CABILLA d1/2″ @ 20cm, L=3.00m 5 CABILLA d1/2″ @ 20cm, L=12.00m 5 1 1 1 1 1 1 1 1 2 2 2 2 a a SECCIÓN a-a COLUMNA RELLENA. Anclajes a losa 1:5 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 SECCIÓN b-b PLACA BASE Y ANCLAJES 1:5 DETALLE Nº1 PLACA BASE, ANCLAJE DE COLUMNAS 1:5 5 5 \A1;0.650 \A1;0.650 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;4.350 \A1;3.500 \A1;0.437 \A1;0.437 \A1;0.437 \A1;4.350 \A1;0.675 \A1;1.325 \A1;0.650 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;3.500 \A1;0.437 \A1;4.150 \A1;3.850 \A1;3.850 \A1;4.150 \A1;0.650 \A1;0.650 \A1;0.600 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.550 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.593 \A1;0.600 \A1;CORREAS TIPO II INCLINADA L=4.00m \A1;CORREAS TIPO I INCLINADA L=6.50m \A1;CORREAS TIPO I INCLINADA L=6.50m \A1;0.397 \A1;0.657 \A1;4.538 \A1;CORREAS TIPO II INCLINADA L=4.00m \A1;0.397 \A1;VOLADO = 0.600m \A1;TRAMO ED =0.593m \A1;TRAMO DC =0.550m \A1;VOLADO = 0.600m \A1;TRAMO BA =0.593m \A1;TRAMO CB =0.550m \A1;0.200 \A1;0.200 \A1;P.E. UNICON 100X100 L=3.343m \A1;P.E. UNICON 100X100 L=3.343m \A1;P.E. UNICON 100X100 L=3.343m \A1;P.E. UNICON 100X100 L=3.343m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 100X100 L=4.296m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 100X100 L=2.948m \A1;P.E. UNICON 100X100 L=2.948m A B C D E 1 2 3 A B C D E A B C D E 1 2 3 A B C D E 1 2 3 A B C D E 3 1 2 A B C D E 3 1 2 A B C D E 1 2 3 A B C D E 1 2 3 A B C D E A B C D E 1 2 3 1 2 3 1 2 3 E D C B A 1 2 3 PLANTA UNICA DEFINICIÓN DE EJES ESTRUCTURALES 1:50 PLANTA TECHO DEFINICIÓN DE EJES ESTRUCTURALES 1:50 FACHADAS PRINCIPALES DEFINICIÓN DE EJES ESTRUCTURALES 1:50 FACHADAS LATERALES DEFINICIÓN DE EJES ESTRUCTURALES 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5