House 1 Floor – Lightened DWG Block for AutoCAD

House 1 Floor – Lightened DWG Block for AutoCAD

PLANE lightened structure OF HOUSING ONE LEVEL

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

brick of, izometric detail, wall, closing beam, masonry wall, mooring beam, lightened beams, beam build, lightened, beam, column, beam, beam stirrups, at crossroads with columns, delivery detail of beams plant, esc:, isometric detail of lightened, brick of, concrete, vein, bending detail of stirrups, in columns beams, cm., hook lengths cm., see picture, variable, spacing in the knot, detail of joist beams columns, typical section of, Of temperature, lightened, cut in, cut in, Technical specifications, to the center of, portland type ms type, elevated tank, interior partitions:, brick tambourine:, cm., tank, stairs, columns of porticos of cºaº, armed in:, cement foundation beams, perimetral masonry confined, will be used king kong brick of machined industrial type hollow, the mortar of the cement sand cement will be added, wires that will take the entire section of the column is embedded, on the wall no less than, the location of said wires will be each brick strand, vert cm horiz cm, foundation, confinement columns, brick k.k. type iv cm., these walls will rise before shrouding the roof., the partitions will rise after the roof is stripped., retaining walls, p., cyclopean:, foundations e.g., p., of contention, armed, armed uprising, arki unlimit, rto., rto., rto., rto., rto., rto., detail of beams

Raw text data extracted from CAD file:

8 \A1;2.95 \A1;4.43 \A1;3.18 \A1;3.30 \A1;2.51 \A1;2.88 \A1;3.71 \A1;2.38 \A1;2.64 \A1;2.35 \A1;3.89 \A1;3.00 \A1;0.98 \A1;1.34 \A1;2.48 \A1;4.41 \A1;2.61 \A1;2.10 \A1;3.00 \A1;1.56 \A1;1.11 \A1;1.96 \A1;4.00 \A1;2.90 \A1;1.55 \A1;3.09 \A1;.90 \A1;.90 \A1;.95 \A1;.95 \A1;.85 \A1;.85 \A1;.90 \A1;.90 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.15 \A1;1.15 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x12 LADRILLO DE .05 .15 .20 DETALLE IZOMETRICO DE MURO (15 X 20) VIGA DE CERRAMIENTO MURO DE ALBAÑILERIA VIGA DE AMARRE (25 X 40) (CONSTRUCCION POSTERIOR) VIGAS Y ALIGERADO VIGA A CONSTRUIR (CONSTRUCCION POSTERIOR) ALIGERADO 3 Ø 1/4" VIGA COLUMNA VIGA ESTRIBOS DE VIGA EN CRUCE CON COLUMNAS \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 5 5 DETALLE DE ENTREGA DE VIGAS - PLANTA ESC: 1/20 5 5 DETALLE ISOMETRICO DE ALIGERADO Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x15 LADRILLO DE .15 .05 .20 .05 .15 .20 CONCRETO 210 VIGETA 1:6:4 ESC:1/10 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.40 \A1;.25 \A1;.30 \A1;.15 DETALLE DE DOBLADO DE DE ESTRIBOS L = 10 Ø EN COLUMNAS Y VIGAS D = 4 Ø Ø \A1;Variable f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS \A1;.10 \A1;.30 \A1;.30 \A1;.15 \A1;.10 \A1;.20 \A1;.05 \A1;.10 ALIGERADO(h=.20) 5 SECCION TIPICA DE 5 5 5 5 5 .05 5 DE TEMPERATURA d1/4"@.25 \A1;0.26 \A1;1.48 \A1;1.74 \A1;1.66 \A1;1.66 \A1;0.70 \A1;0.70 \A1;1.05 5 5 5 d 3/8" @ 0.14 \A1;.175 \A1;.175 \A1;.175 NPT+2.60 5 V-105 ALIGERADO 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 11 d 1/2" @ 0.15 9 18 CORTE EN (TRAMO N°-2) 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 d 3/8" @ 0.14 d 3/8" @ 0.14 d 3/8" @ 0.14 NPT±0.10 0.2624999999998181 1.478750000000218 1.741250000000036 1.050000000000637 5 5 5 5 d3/8" @ .20 d 3/8" @ .20 d 3/8" @ 0.20 \A1;.175 \A1;.175 \A1;.175 CORTE EN (TRAMO N°-1) d 3/8" @ 0.20 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 d 3/8" @ 0.20 11 d 5/8" @ 0.15 9 1 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 \A1;1.58 \A1;1.66 \A1;1.66 \A1;0.70 ESPECIFICACIONES TECNICAS 9cm x 11cm x 24cm (barras al centro de las paredes) PORTLAND TIPO MS - TIPO I 2.ALBAÑILERIA -COLUMNAS -ESCALERAS -CEMENTO: -ACERO -ZAPATAS -RECUBRIMIENTOS: -SOLADOS -CISTERNA Y TANQUE ELEVADO -CERCOS Y TABIQUES INTERIORES: LADRILLO PANDERETA: 4.0 cm. 2.5 cm 7.5 cm fy=4200 kg/cm2 C : H ; 1 : 10 f'c=210 kg/cm2 f'c=210kg/cm2 f'c=175 kg/cm2 f'c=210 kg/cm2 1.CONCRETO CISTERNA ESCALERAS COLUMNAS DE PORTICOS DE CºAº -CONCRETO ARMADO EN: ZAPATAS Y VIGAS DE CIMENTACIÒN -MUROS PERIMETRALES : ALBAÑILERIA CONFINADA SE USARÁ LADRILLO KING - KONG DE 18 HUECOS DE TIPO INDUSTRIAL ( MAQUINADO ) Y EL MORTERO DEL ASENTADO SERÁ, CEMENTO : ARENA (1 : 5) Y SE ADICIONARÁ 2 ALAMBRES N° 08 QUE TOMARÁN TODA LA SECCIÓN DE LA COLUMNA Y SE INCRUSTA - RAN EN EL MURO NO MENOS DE 35 cm., LA UBICACIÓN DE DICHOS ALAMBRES SERÁN CADA 3 HILADAS DE LADRILLO Vert 4.0 cm Horiz 4.0 cm -VIGAS DE CIMENTACIÓN f'c=175 kg/cm2 COLUMNAS DE CONFINAMIENTO LADRILLO K.K. 18 HUECOS, TIPO IV : 9 x 13 x 24 cm. f ' b= 145 kg/cm2 (Unidad); f ' m= 65 Kg/cm2 (Pilas); v`m= 8.1 Kg/cm2. DICHOS MUROS SE LEVANTARÀN ANTES DE ENCOFRAR EL TECHO. LOS TABIQUES SE LEVANTARÀN DESPUES DE DESENCOFRADO EL TECHO. f'c=210 kg/cm2 MUROS DE CONTENCIÒN SOBRECIMIENTOS (CERCOS) ; C : H ; 1 : 8 + 25 P.M. -CONCRETO CICLOPEO: CIMIENTOS CORRIDOS (CERCOS) ; C : H ; 1 : 10 + 30% P.G. CIMIENTOS CORRIDOS ; f ' c = 100 Kg/cm2. + 30% P.G. SOBRECIMIENTOS ; f ' c = 175 Kg/cm2. + 25% P.M. -MUROS DE CONTENCION 4.0 cm -SOBRECIMIENTOS ARMADOS 4.0 cm f'c=175 kg/cm2 SOBRECIMIENTO ARMADO ARKI - UNLIMIT C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C3 C3 C4 C3 C4 C4 C4 C4 C4 A B C D E F G' H' J' J I H G F D C B A E 1 2 4 5 6 8 1 3 5 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C5 C5 C5 C5 C5 P1 5 5 5 V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) VP (0.25 x 0.40) VP (0.25 x 0.40) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-103 (0.20 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-102 (0.25 x 0.20) V-102 (0.25 x 0.20) VP (0.25 x 0.40) VP (0.25 x 0.40) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 V-102 (0.25 x 0.20) VP-2 (0.15 x 0.30) VP-2 (0.15 x 0.30) VP-2 (0.15 x 0.30) VP-2 (0.15 x 0.30) VP-2 (0.15 x 0.30) V-104 (0.25 x 0.20) V-103 (0.20 x 0.20) V-101 (0.15 x 0.15) C5 C5 C5 V-101 (0.15 x 0.15) V-101 (0.15 x 0.15) V-101 (0.15 x 0.15) V-101 (0.15 x 0.15) V-101 (0.15 x 0.15) VP-2 (0.15 x 0.30 V-101 V-101 Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' 5 5 5 5 5 5 Ø 1/2 '' Ø 3/8 '' Ø 3/8 '' 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 @ .10, rto. @ .20 c/ext Ø 3/8": 5 a .05, 2Ø 1/2" 5 5 5 5 10 @ .10, rto. @ .25 c/ext Ø 3/8": 5 a .05, 2Ø 1/2" 2Ø 5/8" 5 5 10 @ .10, rto. @ .25 c/ext Ø 3/8": 5 a .05, 2Ø 5/8" 2Ø 5/8" 5 5 10 @ .10, rto. @ .25 c/ext Ø 1/4": 5 a .05, 2Ø 5/8" 3Ø 5/8" 5 @ .10, 3 @ .15, rto. @ .17 c/ext Ø 1/4": 5 a .05, 2Ø 5/8" 5 5 4Ø 5/8" 2Ø 1/2" 10 @ .10, 5 @ .15, rto. @ .17 c/ext Ø 1/4": 5 a .05, 5 5 3Ø 1/2" 2Ø 5/8" 3Ø 5/8" V-101 (0.15 x 0.15) V-102 (0.25 x 0.20) V-103 (0.20 x 0.20) V-103 (0.25 x 0.20) VP (0.25 x 0.40) VP-2 (0.15 x 0.30) DETALLE DE VIGAS

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, cover, dach, DWG, floor, hangar, house, Housing, lagerschuppen, Level, lightened, plane, roof, shed, structure, structures, terrasse, toit