Concrete Structure DWG Detail for AutoCAD

Plant and details concrete structure housing

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

flat, structural plant, content, cartoonist, designer, structure, draft, flagstone, ss, to avoid lowering level, bottom of slabs, brick masonry type fiscal, s.f foundation seal, n.r level radier, sky level finished n.c.t, scale, structural plant, flagstone, scale, scale, nlt, nlt, var., var., var., m.h.a., var., reinforced concrete, mha, mha, mha, mha, mha, m.h.a., mha, cad, scale, ladder each, threads, pillar, scale, pillar, scale, pillar, scale, pillar, scale, pillar, scale, main armor, secondary armor, sectional, of slabs, slab, main armor, secondary armor, mha wall concrete, vsi beam, xxcm, slope of xx cm, mha, pillar, scale, April, date, Juan Menares, details, home, Juan Menares, concrete:, steel:

Raw text data extracted from CAD file:

\A1;15 \A1;15 \A1;240 \A1;320 \A1;200 \A1;200 \A1;300 \A1;190 \A1;370 \A1;200 \A1;240 \A1;40 \A1;370 \A1;370 \A1;160 \A1;500 \A1;240 \A1;320 \A1;200 \A1;200 \A1;300 \A1;190 \A1;370 \A1;200 \A1;240 \A1;40 \A1;370 \A1;370 \A1;160 \A1;500 \A1;370 \A1;160 \A1;500 \A1;370 \A1;160 \A1;15 \A1;40 \A1;15 \A1;25 \A1;15 \A1;38 \A1;15 \A1;38 \A1;12 \A1;15 \A1;500 \A1;15 \A1;58 \A1;150 1/1 Plano PLANTA ESTRUCTURAL Contenido Dibujante Proyectista Estructura Proyecto DESTACADO DE LOSAS 5 Ed8a15 2d12 10 10 10 5 Ss = SUPLE SUPERIOR PONER PATAS PARA EVITAR QUE BAJE A NIVEL INFERIOR DE LOSAS ALBAÑILERIA DE LADRILLO TIPO FISCAL S.F = SELLO FUNDACION N.R = NIVEL RADIER N.C.T = NIVEL CIELO TERMINADO ESCALA 1:50 PLANTA ESTRUCTURAL DESTACADO DE LOSAS ESCALA 1:50 2d12 5 10 Ed8a15 L=50 V15/40 V104 V101 V15/40 V15/40 V102 V106 V15/VAR. V108 V15/VAR. V109 V15/40 V110 V15/40 V111 V15/40 V112 V15/40 V113 V15/40 V114 V15/40 V115 VSI15/100 V116 VSI15/100 V118 V15/40 V15/40 V121 V15/40 V122 V15/40 V130 V107 V15/VAR. V117 V15/VAR. V119 V15/VAR. V120 V15/VAR. V125 V15/VAR. V124 V15/40 V15/40 V123 V15/40 V126 V15/40 V129 V15/40 V128 V15/40 V127 V105 V15/40 V103 V15/40 4d12 NL +2.47 d8a15 d8a15 1 2 V15/40 V132 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 CAD15/40 NL +2.47 d8a15 d8a15 2 1 NL +2.47 d8a20 d8a15 2 1 NL +2.47 d8a15 d8a15 2 1 NL +2.27 d8a20 d8a15 1 2 NL +2.27 d8a20 d8a15 1 2 NL +2.27 d8a15 d8a15 1 2 NL +2.27 d8a15 d8a15 1 2 NL +2.09 d8a20 d8a15 1 2 NL +2.09 d8a20 d8a15 1 2 A P1 V108 V15/40 V15/40 V123 ESCALA NLT +2.27 18cm V15/32 V133 18cm 18cm 18cm 18cm 18cm Ssd8a15 L=190 9 6 9 6 17.5cm 17.5cm 17.5cm 17.5cm d8a15 L=700 9 56 570 56 9 414 d8a15 L=470 9 47 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d16 Ed8a20 Fs=Fi=2d16 Ed8a20 Fs=Fi=2d16 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d16 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 Fs=2d12+s1d12 Ed8a20 Ed8a20 Ed8a20 Ed8a15 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d16 Fs=Fi=2d16 Ed8a20 Fs=Fi=2d12 Ed8a15 Fs=2d12+s1d12 Ed8a15 Fs=Fi=2d12 Ed8a20 Fs=Fi=2d12 Ed8a20 NL +2.47 NL +2.47 NL +2.47 NL +2.47 NL +2.27 NL +2.27 NLT +2.27 VAR. d8a15 L=VAR. 8 50 51 51 380 d8a15 L=500 9 51 9 VAR. d8a15 L=VAR. 8 50 8 d8a15 L=700 9 56 570 56 9 d8a15 L=330 9 52 209 51 9 Ssd8a15 L=200 9 11 9 11 Ssd8a15 L=250 9 11 9 11 Ssd8a15 L=250 9 8 9 9 18cm Ssd8a15 L=200 9 11 9 11 Ssd8a15 L=250 9 8 9 9 Ssd8a20 L=200 9 11 9 11 VAR. d8a15 L=VAR. 9 40 9 40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 M.H.A. e=15cm 5 5 5 5 5 5 5 5 5 5 80 125 Ssd8a15 L=240 9 8 9 9 80 125 5 5 5 d8a20 L=420 9 50 d8a15 L=VAR. VAR. d8a15 L=VAR. 332 8 57 5 5 5 8 d8a15 L=370 249 51 9 1062 d8a20 L=1120 50 80 80 90 125 d8a15 L=330 9 52 209 51 9 90 60 Ssd8a15 L=180 9 6 9 6 90 60 Ssd8a15 L=220 12 8 12 8 80 100 80 80 P1 P2 P1 P3 P1 P1 P1 P1 P1 P1 P1 P1 P1 P6 P1 P1 P1 P1 P1 HORMIGÓN ARMADO DMd8a20 DMd8a20 e=15 P1 P1 4d12 2d12 2d10 4d10 2d12 P4 P1 P1 2d12 2d12 DMd8a20 MHA e=15 4d12 2d12 2d12 DMd8a20 MHA e=15 2d12 4d12 2d12 2d12 MHA e=15 DMd8a20 4d12 2d12 DMd8a20 MHA e=15 2d12 P1 P5 4d12 2d12 P4 2d12 4d12 2d12 2d12 MHA e=15 4d12 2d12 2d12 2d12 M.H.A. e=15 DMd8a20 P1 P1 P1 2d12 4d12 MHA e=15 DMd8a20 4d12 5 Ed8a20 2d12 35 35 10 5 5 CAD 15/40 ESCALA 1:25 2d12 5 10 Ed8a20 L=100 escalerilla cada 4 hiladas PILAR P1 15/15 ESCALA 1:25 5 P1 P1 5 Ed8a15 2d12 20 20 10 5 2d12 5 10 Ed8a15 L=70 PILAR P2 15/25 ESCALA 1:25 5 5 Ed8a15 2d12 33 33 10 7 2d12 5 10 Ed8a15 L=100 PILAR P3 15/38 ESCALA 1:25 7 2d12 5 Ed8a15 2d12 33 33 10 7 2d12 5 10 Ed8a15 L=100 PILAR P4 15/38 ESCALA 1:25 7 2d12 PILAR P5 12/15 ESCALA 1:25 5 Ed8a15 2d12 10 10 7 6 2d12 5 7 Ed8a15 L=45 5 Armadura Principal (1) Armadura Secundaria 2 \fArial|b1|i0|c0|p34;LOSA EN CORTE \fArial|b1|i0|c0|p34;SIMBOLOGIA DE LOSAS Losa Armadura Principal x 1 Armadura Secundaria (2) MHA = MURO HORMIGON ARMADO VSI = VIGA SEMI-INVERTIDA XXcm DESNIVEL DE XX cm C D G I J I G D C A J 1 5 5 7 8 9 8 9 8 9 6 5 2 1 7 5 1 8 9 6 5 2 1 B G I J G B I J MHA P1 5 Ed8a15 2d12 53 53 10 7 2d12 5 10 Ed8a15 L=140 PILAR P6 15/58 ESCALA 1:25 7 2d10 2d10 V134 V15/40 Fs=Fi=2d12 Ed8a20 5 A d8a15 d8a15 2 1 879 d8a15 L=1000 8 47 8 48 185 d8a15 L=250 9 56 879 d8a20 L=1000 8 47 8 48 d8a15 L=320 199 8 53 52 8 Ssd8a15 L=160 9 6 9 6 80 50 NL +2.27 +4Lat.2d8 Ed8a20 +4Lat.2d8 52 9 75 85 17 Abril 2013 Fecha Juan Menares DETALLES CASA 18cm Fi=2d16 4d12 4d10 2d12 Fi=2d12 Fs=2d12+s1d12 Fi=2d12 Fs=2d12+s1d12 Fi=2d12 Fs=2d12+s1d12 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 Fs=2d12+s1d12 Ed8a20 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 Ed8a20 Fs=2d12+s1d12 Fi=2d12 V15/40 V131 Fs=2d12+1d12 Ed8a20 Fi=2d12 Fs=2d12+1d12 Ed8a20 Fi=2d12 Ssd8a15 L=240 9 6 9 6 80 130 242 d8a15 L=300 8 50 Ssd8a15 L=150 9 6 60 60 9 6 d8a15 d8a15 2 1 2d12 2d12 Juan Menares Hormigón: H – 25 Acero: A440 – 280H