Slab Lightened DWG Detail for AutoCAD

Slab Lightened DWG Detail for AutoCAD

lightened slab housing 02 levels; detail of beams and specifications

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

minimum, lightened, esc., joist delivery, unless indicated, horizontal, fold, delivery, beam necklace, roof formwork, inv., slab lightened flat housing, responsible nando chang, roof formwork, note: beams carry, armor of two joists, delivery of typical beams, in columns, in plates, horz. in, stirrup frame, lightened, mesh, mesh, facade frieze, mesh, beam see, architecture, unless indicated, overlap joining detail for beams, do not overlap, increase the length by one, places percentages specified, in case it can not be spliced in, total area in the same section., note, values of, lower reinforcement, upper reinforcement, indicated, typical anchorage of beams, cantons, annoying, consult the designer, follow, you still, section, stairs, are not shown transversally, section, armed, is born, slab, slab, horz., theatrical ceiling, variable, plotting, Red, yellow, green, blue, magenta, cyan, sheet

Raw text data extracted from CAD file:

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VR VC VC P1 P3 P1 P1 P1 P1 VC P1 VD-1 VD-1 P1 P1 P1 P1 1 1 IV-1 (.25 x.70) IV-5 (.40 x.20) IV-1 (.40 x.20) VD-1 P1 V-C P2 P1 P1 VC IV-3 (.15 x.70) VC VD-1 VC VD-1 VC V-C V-C V-C VC VC VC VC VC IV-3 (.15 x.70) (.15 x.70) A A VC VC VC VD-1 2 4 6 7 9 10 B E G 11 A C D E F G H 3 5 6 8 9 10 H LOSA ALIGERADA 1ER Y 2DO PISO VIVIENDA RESPONSABLE : NANDO CHANG d3/8" d1/4" d3/8" d3/8" d1/2" d3/8" d3/8" d3/8" d3/8" d1/4" d3/8" d3/8" d3/8" d3/8" d3/8" dA dA d3/8" d3/8" d3/8" d3/8" d1/2" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d1/4" d3/8" d3/8" d3/8" d1/4" d1/2" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d1/4" d3/8" X X Y Y 0.700000000000017 0.700000000000017 0.5000000000066791 0.5000000000000142 0.8000000000000114 1.09999999999998 0.4999999998835989 0.5000000000000142 0.9999999999999858 0.6999999999999886 0.4000000000000057 0.8999999999999915 0.5999999999999801 0.8999999999999915 0.5999999999999801 0.7500000000000142 0.9000000000000199 0.0999999999999943 0.7000000000000028 0.6999999999999744 0.4000000000000199 0.4000000000000057 0.7000000000549562 0.7000000000793989 0.9000000000000199 0.6000000000000085 0.6999999999662947 0.6999999994595925 0.3999999999999915 0.8000000000000114 0.4999999999999858 1.099999999999994 0.799999999999983 0.9999999999999858 1.000000000000014 0.7000000000000313 0.500000000002359 0.5 0.4999999999046452 0.8000000002024734 1.0 1.000000000000014 0.700000000000017 0.5 0.5 ENCOFRADO TECHO 2°PISO S/C=150kg/m2. NOTA.- dA= d 3/8" @ .20 VD-2 VC (.15x.55) P7 P7 P6 M1 P5 M2 P3 P1 P1 P8 VD-2 2V-5 (.40x.20) F F P2 P3 P1 P1 VD-2 VC P1 P1 P1 P1 VC VD-2 P1 P1 P1 D D 2V-2 (.25 x.55) 2V-6 (.40 x.20) 2V-7 (.30 x.20) VD-2 P1 V-C P2 P1 VC VD-2 VC V-C V-C V-C VC VC VC VD-2 VC 2 4 6 7 9 10 B E G C D E F G H 3 5 6 8 10 H d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d3/8" d3/8" d1/2" d3/8" d3/8" d3/8" d1/2" d3/8" d3/8" d1/2" 0.700000000000017 0.700000000000017 0.7000000000000028 0.6999999999999744 0.4000000000000199 0.6999999999662947 0.6999999994595925 0.8000000000000114 1.099999999999994 1.000000000000014 0.7000000000000313 1.100000000103691 1.100000000000023 1.5 2V-3 2V-1 (.25 x.55) (.25 x.55) 2V-4 (.25 x.55) E E (.15 x.55) 3 3 3 3 4 4 4 4 P1 VC VC VD-2 VC 1 1 VD-2 2 2 2 2 VD-2 d3/8" d3/8" d3/8" 0.9000000000000057 0.4999999999999858 0.8999999996080845 d3/8" d3/8" 0.4999999996020392 d3/8" d3/8" d3/8" d3/8" 0.9000000000000057 0.4999999999999858 0.8999999996080845 0.4999999996020392 d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" 0.8000000000000114 1.099999999999994 1.499999999999986 d1/2" 1.100000000000023 d1/2" 0.3999999999999915 0.2001060457808563 0.2000000000000028 VR d3/8"@.25 d3/8"@.25 0.1500000000000057 1.200000000325971 2.399999999813787 0.0999999999999943 0.0999999999999943 0.0299999999999869 0.2000000000000028 NOTA: LAS VIGAS VR(.25x.20) LLEVAN ARMADURA DE DOS VIGUETAS 0.4000000000000057 0.0499999999999829 ENTREGA TIPICA DE VIGAS PERALTADAS 0.3999999999999844 0.5999999999999943 EN COLUMNAS EN PLACAS .45 ó .55 0.1999999999999957 4 d1/2" VD-2 0.1499999999999915 5 0.2000000000000028 0.6000000000000156 0.4000000000000199 VC d 3/8" 1@.05 4@.10 4d1/2" 2@.15 0.4000000000000199 A-A 0.5 d3/8"@.20 0.0999999999999943 0.2000000000000028 0.5000000000000071 0.1499999999999773 d3/8"@.20 0.3999999999999986 0.0300000000000367 0.0300000000000082 B-B 5 2d3/8" 3d5/8" 5 1.000000000000014 d 3/8" 1@.05 4@.10 R@.25 0.2000000000000028 2d3/8" 3d5/8" 2@.15 D-D d3/8"@.20 0.1000000000000014 d3/8"@.20 C-C 0.1000000000000085 0.0499999999999972 (ANCLAN .30 HORZ. EN COLUMNA) 0.2000000000000028 0.5499999999999972 0.8500000000000156 0.1499999999999773 0.1499999999999986 2V-7 VD-2 E-E 0.5500000000000114 0.1499999999999915 F-F d 3/8" 4@.10 2@.15 :d3/8":1@.05,4@.10,4@.15,R@.25 T1 :d3/8":1@.05,5@.10,R@.25 T2 CUADRO DE ESTRIBOS 4d1/2" R@.25 1d3/8" dDE ALIGERADO 1-1 R@.20 5 4 d1/2" d1/4" 4@.10, 2-2 0.1499999999999986 0.2000000000000028 0.1999999999999815 5 4 d3/8" d1/4" 4@.10, 3-3 0.2499999999999787 R@.30 0.549999999999983 MALLA d3/8" 0.1000000000000227 0.1500000000000341 4 d5/8" T1 0.2000000000000028 0.2999999999999687 2V-1,2V-2,2V3 5 0.2499999999999787 MALLA d3/8"@.25 0.1499999999999915 0.2000000000000171 4 d1/2" d1/4" 4@.10, R@.25 0.5000000000000071 4-4 (.25 x .55) 0.1999999999999957 2V-4(.25x.55) 0.2499999999999929 4 d5/8" T1 0.5500000000000114 5 8 d1/2" 0.3999999999999844 T2 2V-5,2V-6(.40x.20) 5 0.2999999999999758 6 d1/2" T2 2V-7(.30x.20) 0.549999999999983 0.1000000000000227 0.2500000000000355 0.2000000000000028 0.2999999999999687 FRISO DE FACHADA MALLA 1/4"@.20 VIGA VER ARQUITECTURA 5 8 d1/2" 0.3999999999999844 T2 IV-1,IV-5,IV-8(.40x.20) 0.1999999999999957 IV-4(.15x.70) 0.1499999999999915 T1 0.7000000000000242 2d1/2" 2d3/8" 2d5/8" IV-7(.25x.70) 0.2499999999999929 T1 2d5/8" 2d5/8" 2d3/8" 0.1999999999999957 IV-6(.15x.40) 0.1499999999999915 T1 5 5 m SALVO INDICADO DETALLE EMPALME TRASLAPADO PARA VIGAS 5 5 5 5 5 5 NO EMPALMAR MAS DEL 50 % DEL AUMENTAR LA LONGITUD EN UN 70 % o LUGARES Y PORCENTAJES ESPECIFICADOS EN CASO QUE NO SEPUEDA EMPALMAR EN AREA TOTAL EN UNA MISMA SECCION. NOTA - 1" 3/4" 5/8" 1/2" 3/8" d .90 .60 .50 .40 H<.30 .40 VALORES DE m REFUERZO INFERIOR 1.15 .80 .70 .50 .40 1.25 H>.30 REFUERZO SUPERIOR .70 .50 .45 .45 0 INDICADO 5 ANCLAJE TIPICO DE VIGAS 5 5 5 5 PERALTADAS CHATAS 5 CONSULTAR AL PROYECTISTA T1 2d5/8" 0.7000000000000597 0.2483333333333917 0.8000000000001108 2.799999999999976 0.25 2d5/8" IV-2(.25x.70) 2d3/8" SIGUE IV-1 0.0499999999999972 0.3999999999999844 0.3999999999999915 0.0500000000000043 0.3999999999999986 d3/8"@.10 2d5/8" 0.7000000000000597 0.1483333333333903 0.9999999999999787 0.3499999999999943 2d5/8" IV-3(.15x.70) 2d3/8" SIGUE VC 0.0500000000000043 0.3999999999999986 0.5999999999999943 0.1983333333333377 b b b Y-Y 0.1499999999999915 d3/8" 4@.10 0.5000000000000213 X-X 0.1499999999999915 d3/8" 2@.10 0.7000000000000242 2d3/8" 2d1/2" 2d1/2" R@.25 4d5/8" 1° TRAMO N.F.P=+.10 dR * dA dA dA ESCALERA S/C=200kg/m2. d A = d3/8" @.20 d R = d3/8" @.20(ALTERNADO) * NO SE MUESTRAN d TRANSVERSAL 2° TRAMO 3° TRAMO * * * dR dA dA dA * dR dA dA dA dA dA dA dA \A1;SOBRECIMIENTO ARMADO N.T.N=±0.00 0.1000000000000156 0.3999999999999986 0.5999999999999801 5 0.5000000000000071 Wt = 1 kg/cm.2 P11 P10 P9 P9 P10 M1 NACE P1 2.20 M3 M3 M3 5 dA dA LOSA h=.20 5 5 5 d3/8" d3/8" d1/2" P2 5 5 N1 M3 M3 M3 LOSA h=.10 HORZ. TECHO TEATINA R @.25 (INDICADO) d3/8" 1@.05,4@.10,2@.15 R @.25 a a a 5 .30 .15 .20 (TIPICO) .30 .15 5 .30 .20 (TIPICO) dA dA .15 5 5 5 d3/8" VC VD-2 2d5/8" 5 .05 .20 .70 .40 4d1/2" R@.20 VD-1 .15 .60 d3/8"@.20 VARIABLE .10 .50 .15 .05 .15 .30 .15 .15 .15 .30 .15 .40 .20 R@.25 N1 N4* N2 N2 N2 N4* N2 N2 N4* PLOTEO E O C O L R S 0.6 ROJO 0.2 AMARILLO VERDE 0.15 AZUL 0.3 0.2 7 0.4 8 MAGENTA 0.1 CYAN 0.2 0.1 9 0.2 40 10 0.6 0.2 70 160 0.3 252 PEN252 0.1 182 0.4 1/50 LAMINA 1.20 X .85 130 0.15 44 0.2 P2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, beams, construction details, cover, dach, DETAIL, DWG, hangar, Housing, lagerschuppen, levels, lightened, roof, shed, slab, specifications, structure, terrasse, toit