Wall Against Fire DWG Section for AutoCAD

Composition of wall against fire – Plant – Sections – Details

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

incopa s.r.l., block for p. t., kind, total, long, cant., descrip, cut, column, armor bending sheet, wall for flame, block for p. t., smooth iron, solid slab, esc, cut, cut, plant, dead anchor, column base, plant, tile detail, cant., armor bending sheet, kind, dead anchor, total, long, descrip, cut, wall flame arrester, anchorage, dead from, descrip, long, base, kind, cant., total, bases, anchorage, cant., tile, kind, descrip, long, total

Raw text data extracted from CAD file:

\A1;0.16 \A1;0.12 \A1;0.12 \A1;0.40 A 1 A 2 D C B 1 2 D C B \A1;0.50 \A1;0.12 INCOPA S.R.L. 0.12 0.12 0.16 0.40 \A1;0.02 \A1;0.02 \A1;0.02 \A1;0.02 bloqueta para p. a t. d6c/20cm 4 3 4 3 TIPO 0.36 0.36 9.24 1.73 1.54 TOTAL LARGO 38.06 6 22 CANT. 6 6 d DESCRIP. 1 5.42 10 16 5.42 54.20 5 1 8 5.42 5.42 0.36 0.36 0.08 0.20 0.08 0.12 A A D D CORTE D-D s/esc. COLUMNA PLANILLA DE DOBLADO DE ARMADURA MURO PARA LLAMA bloqueta para p. a t. hierro liso d8 5 5 d16 1 losa maciza esp.:0.12m. esc. 1:20 CORTE C-C 2 4d12 CORTE A-A 0.12 0.50 d6c/15cm 1 5 d12 2 2 5 d12 2 12 4 5.42 21.68 PLANTA A A MUERTO DE ANCLAJE d10 c/25 4.50 5.50 \A1;1.00 4.50 3.70 3.90 \A1;0.40 \A1;0.12 \A1;0.40 \A1;0.12 \A1;0.28 \A1;0.40 \A1;0.40 \A1;1.00 \A1;0.12 \A1;0.50 BASE COLUMNA \A1;0.55 PLANTA \A1;1.00 1.80 1.20 A d8 c/20 d12 \A1;0.55 1.20 d12 d8 c/20 A DETALLE LOSETA \A1;1.00 d10 c/25 d10 c/25 d10 c/25 CANT. PLANILLA DE DOBLADO DE ARMADURA 5 5 TIPO 2 1 d 10 10 MUERTO DE ANCLAJE TOTAL LARGO 3.75 m 18.75 m 3.67 m 18.35 m DESCRIP. 0.88 0.88 0.90 0.90 1.00 1.20 CORTE A – A CORTE A – A Muro parallamas anclaje muerto de \A1;0.55 1.00 \A1;1.00 \A1;1.00 1.10 1.10 DESCRIP. 4.60 m 1.70 m LARGO BASE 8 12 d 1 2 TIPO 9 16 CANT. 41.40 m 27.20 m TOTAL 1.70 2 BASES 54.40 m 82.80 m Anclaje 1 5 d16 CANT. 10 6 1 26 12 2 LOSETA d TIPO 1.18 30.68 38.20 3.82 3.82 DESCRIP. LARGO TOTAL 0.08 0.46 5.42 5.42