Low Income Multifamily Housing Modules–Concrete Filled Steel Columnshousing Social Interest With Hiper – Banded Columns DWG Block for AutoCAD

Low Income Multifamily Housing Modules–Concrete Filled Steel Columnshousing Social Interest With Hiper – Banded Columns DWG Block for AutoCAD

Multi family modular housing. Each unit 689 sq ft — 64 m– one floor, 3 bedrooms and 2 bathrooms.

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

flat code, specialty :, scale :, for the state of Mérida, houses of rapid construction, date, design, civ, presented, original, responsible for the project :, responsible for the specialty :, description, signature :, drawing, republica bolivariana de venezuela, bolivarian and revolutionary government, fund for the integral development of the housing and habitat of the state of merida, fonhvim, merida, fund for the integral development of housing and habitat, the state of merida, prog., geometry and signage , work sector, xxx, nnaa, object, description, single plant, definition of structural axes, roof plant, main facades, lateral facades, quality of materials, distribution of axes, location plant. 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., foundations plant, foundation slab, foundation slab. Explodes, section a-a, filled column. slab anchors, section b-b, base plate and anchors, base plate, column anchor, roof, slope and dimensions, first roof. dimensions, second ceiling. dimensions, orthogonal views. straps

Raw text data extracted from CAD file:

SECTOR N° - ELEMENTO N° LAMINA N° - MODIFICACION N° CÓDIGO PLANO ESPECIALIDAD: ESCALA: PARA EL ESTADO MÉRIDA VIVIENDAS DE CONSTRUCCIÓN RAPIDA FECHA DISEÑO C.I.V. PRESENTADO ORIGINAL FECHA RESPONSABLE DEL PROYECTO: RESPONSABLE DE LA ESPECIALIDAD: D E S C R I P C I Ó N D E S C R I P C I Ó N C.I.V. FIRMA: C.I.V. FIRMA: DIBUJO REPUBLICA BOLIVARIANA DE VENEZUELA GOBIERNO BOLIVARIANO Y REVOLUCIONARIO FONDO PARA EL DESARROLLO INTEGRAL DE LA VIVIENDA Y HABITAT DEL ESTADO MÉRIDA FONHVIM Mérida FONDO PARA EL DESARROLLO INTEGRAL DE LA VIVIENDA Y HABITAT FONHVIM DEL ESTADO MÉRIDA H= 1:500 H= 1:500 PROG. PROG. PROG. GEOMETRIA Y SEÑALIZACION SECTOR DE TRABAJO XXX XXX N.N.A.A. N.N.A.A. XXX XXX XXX N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. PROG. PROG. PROG. PROG. PROG. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. N.N.A.A. OBJETO DESCRIPCIÓN 1 : XX \A1;4.150 \A1;3.850 \A1;4.350 \A1;3.500 \A1;4.150 \A1;3.850 \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;0.650 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 \A1;4.350 \A1;4.150 \A1;3.850 \A1;4.150 \A1;3.850 \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;3.200 \A1;0.425 \A1;5.900 \A1;0.355 \A1;0.100 \A1;2.900 \A1;0.430 \A1;0.100 \A1;2.900 \A1;4.000 \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;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;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 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. 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;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;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 DISTRIBUCIÓN DE EJES PLANTA DE UBICACIÓN. PÓRTICOS 1:50 PORTICOS EN X VIGAS Y COLUMNAS. DESPIECES 1:50 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 P.E. UNICON 100X100 L=3.343m P.E. UNICON 140X60 L=<>m P.E. UNICON 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. UNICON 140X60 L=<>m P.E. UNICON 140X60 L=<>m P.E. UNICON 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 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=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. 140X60 L=<>m P.E. 140X60 L=<>m P.E. 140X60 L=<>m P.E. 140X60 L=<>m P.E. 140X60 L=<>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 1 1 2 2 5 5 5 CABILLA d1/2" @ 20cm, L=3.30m 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=4.00m 5 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;4.350 \A1;3.500 \A1;0.437 \A1;0.437 \A1;0.437 \A1;4.350 \A1;0.675 \A1;0.650 \A1;0.650 \A1;4.150 \A1;3.850 \A1;3.500 \A1;0.437 \A1;4.150 \A1;3.850 \A1;0.650 \A1;0.650 \A1;0.600 \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;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=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. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m \A1;P.E. 140X60 L=0.600m A B C 1 2 3 A B C A B C 1 2 3 A B C 1 2 3 A B C 3 1 2 A B C 3 1 2 A B C 1 2 3 A B C 1 2 3 A B C A B C 1 2 3 1 2 3 1 2 3 A B C 1 2 3 TECHO PENDIENTE Y DIMENSIONES 1:50 5 5 5 5 5 5 TECHO PRIMER TECHO. DIMENSIONES 1:50 5 5 5 5 5 5 5 5 5 TECHO SEGUNDO TECHO. DIMENSIONES 1:50 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 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 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

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bathrooms, bedrooms, block, casa, chalet, columns, dwelling unit, DWG, Family, filled, floor, ft, haus, house, Housing, income, interest, logement, maison, modular, multi, multifamily, residên, residence, social, sq, steel, unidade de moradia, unit, villa, wohnung, wohnung einheit