Housing Structures–Concrete DWG Block for AutoCAD

concrete housing structures

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

masonry of brick type tax, structural plant, structures concrete housing juan luis menares

Raw text data extracted from CAD file:

\A1;53 \A1;215 \A1;242 \A1;97 \A1;40 \A1;162 \A1;180 \A1;245 \A1;110 \A1;232 \A1;220 \A1;115 \A1;155 \A1;15 \A1;150 \A1;245 \A1;220 \A1;95 \A1;129 \A1;380 \A1;254 \A1;170 \A1;140 \A1;60 \A1;211 \A1;608 \A1;215 \A1;210 \A1;315 \A1;465 \A1;300 \A1;60 \A1;130 \A1;115 \A1;470 \A1;350 \A1;30 \A1;40 \A1;60 \A1;60 \A1;40 \A1;60 \A1;465 \A1;220 \A1;153 \A1;80 \A1;80 \A1;70 \A1;70 NCT +3.42 DMd8a20 C3 V15/105 5 5 4d10 NCT +2.57 2d10 DMd8a20 DMd8a20 215 P1 C3 DMd6a15 Fs=Fi=2d10 V15/90 5 9 P1 5 7 C3 P1 C1 Ed6a15 Fs=Fi=2d10 2d10 V15/40 P1 MHA e=15 4d10 Fs=Fi=2d10 DMd6a15 NCT +2.57 4d10 P1 MHA e=15 P1 2d10 NCT +2.57 C1 DMd8a20 2d10 Ed6a15 Fs=Fi=2d10 Fs=Fi=2d10 V15/40 Ed6a15 C1 P1 C3 2d10 2d10 2d10 Fs=Fi=2d10 V15/40 2d10 V15/40 Ed6a15 Fs=Fi=2d10 Ed6a15 2d10 Ed6a15 4d10 Fs=Fi=2d10 V15/40 2d10 NCT +2.57 2d10 4d10 DMd8a20 MHA e=15 C1 V15/70 4d10 4d10 0.85 2d10 d6a15 DMd8a20 d6a15 1 DMd8a20 V15/40 DMd8a20 NCT +2.57 Fs=Fi=2d10 Lat.2+2d6 V15/70 Ed6a15 C3 2d10 DMd6a15 Fs=Fi=2d10 V15/117 2d10 2d10 DMd8a20 2d10 Lat.2+2d6 Ed6a15 Fs=Fi=2d10 V15/40 V15/70 P1 C1 C3 MHA e=15 DMd6a15 NCT +2.57 MHA e=15 DMd8a20 2d10 Fs=Fi=2d10 VSI15/90 2d10 MHA e=15 DMd8a20 5 C2 DMd8a20 5 5 4 P1 2 P1 2d10 2d10 2d10 Ed6a15 V15/70 Fs=Fi=2d10 5 1 1` MHA e=15 DMd8a20 Fs=Fi=2d10 2d10 MHA e=15 NCT +3.42 C2 2 4d10 V15/70 d6a15 2d10 d6a15 P1 4d10 2 2d10 Fs=Fi=2d10 DMd6a15 DMd6a15 DMd8a20 2d10 C2 Fs=Fi=2d10 V15/40 Ed6a15 MHA e=15 DMd8a20 2d10 1 2d10 4d10 VSI15/85 2d10 P1 VSI15/85 d8a20 NCT +4.27 1 d8a20 MHA e=15 DMd8a20 4d10 DMd6a15 Fs=Fi=2d10 DMd8a20 2d10 2d10 2 C2 2d10 2d10 VSI15/85 MHA e=15 NCT +4.27 110 CF Fs=2d10+S1d10 Ed6a15 Fi=2d10 V15/40 4d10 2d10 C2 DMd8a20 MHA e=15 2d10 d8a20 d8a20 1 Ed6a15 Fs=2d10+S1d10 Fi=2d10 V15/40 4d10 2d10 2d10 C2 P 2 5 ESCALA 1:25 ELEVACION VIGA 15/40 EN EJE S 5 C2 15/40 5 5 10 3 Lat.2d6 Lat.2d6 11 5 Ed6a15 2d10 65 65 10 5 5 12 VIGA V 15/70 ESCALA 1:25 5 8 6 1 1` 5 V 15/40 Fs=2d10 L=500 Ed8a20 S1d10 L=150 75 2d10 75 2d10+S1d10 476 Ed8a15 2d10 12 5 3 P1 Pilar 15/15 4d10 Ed6a15 Albañileria de Ladrillo Tipo Fiscal S.F = SELLO FUNDACION N.R = NIVEL RADIER N.C.T = NIVEL CIELO TERMINADO 5 U ESCALA 1:50 5 J PLANTA ESTRUCTURAL 5 A G 5 5 N 5 5 K O 5 S T 608 5 Ed6a15 V 15/70 5 DMd8a20 MHA e=15 C1 C3 14 5 U C3 C3 5 5 C 5 H 130 O Q R 5 Ed8a20 P 40/60 470 5 22 18` 5 5 5 2d18 3d18 Fs=Fi=2d10 Ed6a15 Lat.2+2d6 Fs=Fi=2d10 V 15/45 3d18 2d18 Ed6a15 MHA e=15 DMd8a20 Ed8a20 P 40/60 5 5 2d18 3d18 2d18 3d18 V 15/70 Fi=2d12 Lat.2+2d6 Ed6a15 Fs=2d10 DMd6a15 V15/117 Fs=Fi=2d10 Lat.2+2d6 Ed6a15 Fi=2d12 Fs=2d10 P 40/60 5 Ed8a20 3d18 DMd8a20 3d18 2d18 2d10 V 15/70 MHA e=15 2d18 C3 P1 MHA e=15 DMd8a20 NCT +2.57 V 15/70 Lat..2+2d6 Fs=2d18 Fi=2d10 Ed6a15 2d10 2d10 2d10 P1 P1 5 ELEVACION VIGA 40/60 EN EJE 18` Fi=3d16 L=550 520 Ed8a20 5 153 5 P1 20` 15 3d16 H 5 17 18 15 5 15 \A1;20 V 40/60 Fs=3d16 L=550 520 ESCALA 1:25 15 O Lat. 2d8 3d16 15 C3 4d10 2d10 2d10 2d10 V15/40 Fs=Fi=2d10 Ed6a15 C1 C3 P1 2d10 5 10 Ed6a15 L=160 12 Fs=2d8 L=500 2d10 476 2d10 12 Estructuras Vivienda de Hormigón Juan Luis Menares