Structure Of A Home DWG Full Project for AutoCAD

Structure Of A Home DWG Full Project for AutoCAD

The project includes plans for laying of foundations; columns; footings and beams lightened plane

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

lightened first floor, garden, dining room, room, sh, kitchen, plant foundation, parking, nfp, type, column box, iron, stirrups, section, flat beams, brick, mortar, overburden, foundation, concrete cyclopean, steel, concrete, footings , overload, overlaps, note:, coatings, false floor, terrain, – the walls indicated in the lightened planes will be brick, king-kong, the walls not indicated in the lightened planes will be, after the stripping of the respective lightened. , – it is recommended to take care to control as much as possible any infiltration of water that disturbs the potential balance of the soil. – To fill the concrete of the columns between jagged walls, banked beams and columns, light and solid slabs, technical specifications, elevation, nfc, detail: cuts foundation, variable, detail of typical shoe, stair detail, all the shoes go to a depth no less, vac, vsc, ll ega, up, ladder, box, overlap joint, for beams and slabs, bending detail of stirrups, beam d, column d, coating, specified, spliced ​​on the supports according to:, in lightened and flat beams the lower reinforcement, upper reinforcement, lower reinforcement, any h, typical cut lightweight slab, union of beams

Raw text data extracted from CAD file:

s A \A1;.40 \A1;.80 \A1;.55 \A1;.15 \A1;.25 \A1;.15 \A1;.60 \A1;.15 \A1;.30 \A1;.40 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.40 \A1;.60 \A1;.40 \A1;.15 \A1;.15 \A1;.250 \A1;.15 \A1;.35 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.40 \A1;.55 \A1;.80 \A1;.50 \A1;.40 \A1;.80 \A1;VARIABLE \A1;.60 MIN. \A1;.075 \A1;.60 \A1;.10 \A1;.40 \A1;.80 \A1;.55 \A1;.25 \A1;.40 \A1;.55 \A1;.80 \A1;VARIABLE \A1;3.050 \A1;3.594 \A1;2.728 \A1;3.678 \A1;.030 \A1;3.070 \A1;2.485 \A1;2.335 \A1;.030 \A1;2.630 \A1;2.641 \A1;2.611 \A1;.030 \A1;4.091 \A1;3.678 \A1;.030 \A1;3.070 \A1;3.452 \A1;1.549 \A1;1.425 \A1;1.054 \A1;.25 \A1;.40 \A1;.80 \A1;1.20 \A1;.25 TIPICO .10 .90 .10 \A1;.25 TIPICO \A1;.25 TIPICO \A1;.25 TIPICO \A1;1.20 \A1;1.20 \A1;.80 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.25 \A1;.25 \A1;.15 \A1;.20 \A1;.40 \A1;.25 \A1;.25 \A1;.15 \A1;.60 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.40 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;1.00 \A1;.80 \A1;1.00 \A1;.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.20 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.30 \A1;.25 \A1;.20 \A1;.20 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.10 \A1;.15 \A1;.40 \A1;.20 \A1;.35 \A1;.20 \A1;.40 \A1;.90 \A1;1.10 \A1;.75 \A1;1.20 \A1;.30 \A1;1.00 \A1;.90 \A1;.90 \A1;.70 \A1;.20 \A1;.25 \A1;.030 \A1;3.050 \A1;3.594 \A1;2.728 \A1;3.678 \A1;2.485 \A1;2.335 \A1;.030 \A1;2.630 \A1;2.641 \A1;2.611 \A1;.030 \A1;4.091 \A1;3.678 \A1;.030 \A1;3.452 \A1;4.028 \A1;.50 .20 .25 3.65 .25 3.08 .25 1.20 1.62 \A1;L/3 \A1;m \A1;L/4 \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.05 \A1;d \A1;d \A1;d ALIGERADO PRIMER PISO 2° TRAMO 3° Y 5° TRAMO 4° Y 6° TRAMO 3 4 2 1 JARDIN NFP=-1.00 COMEDOR NFP=-0.20 NFP=-0.05 NFP=+0.10 JARDIN NFP=+0.55 SALA S.H. COCINA NFP=+0.25 NFP=+0.25 PLANTA CIMENTACION ESTACIONAMIENTO C6 1 1 4 4 1 1 1 1 4 4 1 1 1 1 1 1 4 4 4 4 1 1 1 1 4 4 3 3 3' 3' 3' 3' 2 2 2' 2' 2' 2' 2' 2' 2' 2' 2 2 2 2 2 2 2 2 2 2 2' 2' NFP 5 5 CORTE 4-4 5 5 D 5 5 NFP CORTE 2'-2' 5 2º PISO= 200 kg/m2 NFP NFP 4d3/8" 5 5 C6 E B F C A A C5 (.15x.50) C4 (.15x.30) C3 TIPO C1 (.25x.25) C U A D R O D E C O L U M N A S 5 4d1/2" d1/4",1a .05,5 @.10 Rto @.20 a c/EXTR. 5 d1/4",1@.05 ,5@.10 Rto @.20 a c/EXTR. 5 5 4d1/2" Rto @.20 a c/EXTR. d1/4",1a .05,5 @.10 5 5 5 8d1/2" d1/4",1a .05,5 @.10 Rto @.20 a c/EXTR. 5 5 2 FIERRO ESTRIBOS SECCION 5 6d1/2" 7.50 cm. 2.50 cm. 3.50 cm. 2.00 cm. ESCALERA=200 kg/m2 VIGAS CHATAS d5/8"= 60cm. d1/2"= 50cm. d3/8"= 40cm. LADRILLO MORTERO SOBRECIMIENTO CIMIENTO CONCRETO CICLOPEO ACERO CONCRETO ZAPATAS SOBRECARGA TRASLAPES NOTA: RECUBRIMIENTOS FALSO PISO TERRENO - LAS PAREDES INDICADAS EN LOS PLANOS DE ALIGERADOS SERAN DE LADRILLO KING-KONG, LAS PAREDES NO INDICADAS EN LOS PLANOS DE ALIGERADOS SERAN DESPUES DEL DESENCOFRADO DEL ALIGERADO RESPECTIVO. - SE RECOMIENDA TENER CUIDADO DE CONTROLAR EN LO POSIBLE CUALQUIER INFILTRACION DE AGUA QUE ALTERE EL EQUILIBRIO POTENCIAL DEL SUELO. DE LADRILLO PANDERETA Y/O KING-KONG Y SE ELEVARAN A SU ALTURA FINAL - LLENAR EL CONCRETO DE LAS COLUMNAS ENTRE MUROS DENTADOS. VIGAS PERALTADAS Y COLUMNAS 1º PISO= 200 kg/m2 CEMENTO - ARENA = 1:4 PARA ASENTADO DE LADRILLOS PRESION ADMISIBLE t = 2.0 Kg/cm2. TIPO KING-KONG A MAQUINA f'm = 35 Kg/cm2. EN GENERAL fy = 4,200 Kg/cm2. C - H = 1:10+30% PIEDRA GRANDE 6" MAX. C - H = 1:8 +25% PIEDRA MEDIANA DE 3" MAX. LOSAS ALIGERADAS Y MACIZAS 1:8 = CEMENTO HORMIGON f'c = 210 Kg/cm2. (CIMENTACION CORRIDA) ESPECIFICACIONES TECNICAS 5 2d1/2" VC-3(.15x.30) ESCALA: 1/20 5 .35 ESCALA: 1/20 VC-1(.15x.40) 5 4d1/2" 5 VC-1 VC-1 CORTE 3-3 CORTE 1-1 NFP 5 5 NFC -1.50 ELEVACION SOLADO C-H=1-12 @1/2"@.20 ESCALA: 1/25 5 NFC 5 CORTE 2-2 5 ESCALA: 1/25 5 5 5 DETALLE : CORTES CIMIENTO CORRIDO VARIABLE .60 MIN. 5 5 DETALLE DE ZAPATA TIPICO 5 5 5 5 5 VC-2 NFP 5 NFP 5 5 VARIABLE VC-1 VC-2 CORTE 3'-3' d8mm,1a .05, 5@.10 Rto @.20 a c/EXTR. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G 5 H H 1 1 2 3 3 2 4 4 5 6 7 9 10 11 11 5 4d1/2" 5 VC-2(.25x.40) ESCALA: 1/20 Rto @.20 a c/EXTR. d8mm,1a .05, 6@.10 Rto @.20 a c/EXTR. d8mm,1a .05, 6@.10 VC-3 5 5 Z-2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 33 32 31 30 29 28 27 19 20 21 22 23 24 25 26 ESC: 1/25 DETALLE DE ESCALERA S/C=200 kg/m2 5d3/8" VE (.15x.40) .25 TIPICO 5 5 5 5d1/2" ø3/8"@0.25 (.15x.40) VE .25 TIPICO 6d3/8" 6d1/2" \A1;t=.15 TIPICO ø3/8"@0.25 .25 TIPICO \A1;t=.15 TIPICO 6d1/2" ø3/8"@0.25 VE (.15x.40) 6d1/2" 6d3/8" (.15x.40) VE ø3/8"@0.25 6d1/2" 6d3/8" .25 TIPICO Z-1 5 5 Z-2 5 5 Z-1 5 5 5 5 5 5 4d5/8" C2 (.15x.40) d8mm,1a .05,5 @.10 2@.15,Rto @.20 a c/EXTR. C3 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C4 C4 5 5 5 Rto @.20 a c/EXTR. d1/4",1a .05,5 @.10 6d1/2" 4d1/2" 5 5 d1/4",1a .05,5 @.10 Rto @.20 a c/EXTR. C7 (.25x.25) C8 (.15x.25) Rto @.20 a c/EXTR. d1/4",1a .05,5 @.10 C8 C8 C8 C8 C8 C8 C8 C8 C8 C4 C7 C5 1° TRAMO 5 5 5 CORTE 5-5 5 5 d1/4",1a .05, 4@.10 Rto @.20 a c/EXTR. 5 6d3/8" 5 VE(.15x.40) ESCALA: 1/20 5 5 5 Z-2 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-3 Z-2 Z-3 Z-3 Z-3 Z-3 Z-2 Z-2 ESC: 1/50 TODAS LAS ZAPATAS IRAN A UNA PROFUNDIDAD NO MENOR DE -1.50m O HASTA ENCONTRAR SUELO NATURAL VA (.15x.20) 5d1/2" 4d1/2"+2d3/8" 6d1/2" 7d1/2" 2@.15,Rto@.25 a c/EXTR. d1/4",1a .05,4@.10 VAC d1/4",1@ .05, 5 @.10 2@.15,Rto@.20 a c/EXTR. VA1 (.15x.40) d1/4",1a .05,6@.10, Rto @.15 a c/EXTR. s s Rto @ .20 a c/EXTR. d1/4",1a .05,5@.10 d1/4",1a .05,5@.10 Rto @ .20 a c/EXTR. s VD(.25x.30) s VA2 (.25x.20) s d1/4",1a .05,5@.10 Rto @ .20 a c/EXTR. s Rto @.15a c/EXTR. d1/4",1a .05,4@.10, 4d1/2"+2d3/8" s VS1 (.15x.40) VSC d1/4",1a .05, Rto @.10a c/EXTR. VCH2 (.35x.20) s 4@.075 s Rto @.10a c/EXTR. d1/4",1a .05, VCH1 (.40x.20) 4@.075 5 5 7d1/2" 5 5 5 5 4d1/2" 5 5 4d1/2"+2d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5d1/2"+2d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 A2 5 1d1/2" 17 18 16 15 20 19 VCH 1 (.40x.20) C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C4 C5 Z-3 C2 C3 VCH 1 (.40x.20) VCH 100 (.40x.20) VCH 100 (.40x.20) VA (.15x.20) VA (.15x.20) VA VA VA 2 VA 2 VCH 2 VD (.25x.30) VA 1 VA 1 VS1 (.15x.40) VA 1 VA 1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VS1 (.15x.40) VAC VA1 (.15x.40) VA1 VA1 VE (.15x.40) 5 1d1/2" 1d3/8" 1d3/8" VCH (.35x.20) 1d3/8" 1d3/8" 5 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" VA3 (.25x.20) Rto @ .20 a c/EXTR. d1/4",1a .05,5@.10 5 5d1/2" s 5 VA3 (.25x.20) 1d3/8" 1d3/8" 1d3/8" 5 5 3 2 5 5 4 5 11 9 5 7 5 5 2 3 5 6 4 5 5 11 10 5 5 A H 5 5 5 B F E 5 5 A C H VA1 VA1 LLEGA SUBE VER LAMINA E-01 5 1d3/8" 1d3/8" ESCALERA CAJA DE 3d1/2" 3d1/2" 5 5 5 5 5 5 5 5 ESC:1/25 d8mm,1@.05, 4 @.10, Resto @.20 a C/Extremo VCH 100 (.40x.20) s 3d1/2" 3d1/2" 3d1/2" L/3 EMPALME POR TRASLAPE PARA VIGAS Y LOSAS m L/4 L/4 1/2" 3/8" 5/8" DETALLE DE DOBLADO DE ESTRIBOS d DE VIGA d DE COLUMNA S/E r 45° L 45° RECUBRIMIENTO ESPECIFICADO d L/3 m L/4 l l 0.35 0.35 0.25 SE EMPALMARA SOBRE LOS APOYOS SEGUN : EN ALIGERADOS Y VIGAS CHATAS EL REFUERZO INFERIOR l 3/8" 1/2" 5/8" d d L 15 10 3/8" ó 8 mm 1/4" ó 6 mm d 3 2 r L/3 L/4 0.50 0.40 0.40 0.45 0.40 0.50 0.60 0.45 0.40 VALORES PARA " m " Refuerzo superior Refuerzo inferior Cualquier h h<30cm h>30cm CORTE TIPICO LOSA ALIGERADA d1/4" a.25 (TEMPERATURA) DOBLAN .15 EN EXTREMOS 5 5 5 h=0.20m. f'c=210Kg/cm 2 5 5 5 UNION DE VIGAS 3/8" d d(m) 1/2" 5/8" 0.25 0.30 0.20 d d d S/E

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, beams, casa, chalet, cimentacion, columns, dwelling unit, DWG, footings, foundations, full, haus, home, house, includes, laying, lightened, logement, maison, plans, Project, residên, residence, structure, unidade de moradia, villa, wohnung, wohnung einheit