Reinforced Concrete DWG Block for AutoCAD

Reinforced Concrete DWG Block for AutoCAD

Work of reinforced concrete.

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

section, esc., esc, section, esc., section, esc., esc, rest, first floor, lightweight detail, esc., temperature ranges, vp first floor, esc, lightened plane, esc., esc, rest, section, esc., vp second floor, esc, rest, vp third floor, esc, rest, vp fourth floor, esc, rest, vp fifth floor, esc, rest, vp sixth floor, esc, rest, vp seventh floor, esc, rest, section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc., section, esc.

Raw text data extracted from CAD file:

\A1;3.95 \A1;1.15 \A1;.25 \A1;.30 \A1;.35 \A1;.30 \A1;.40 \A1;.40 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;5.10 \A1;1.30 \A1;.45 \A1;.45 \A1;1.30 \A1;.30 \A1;.50 \A1;.30 \A1;.75 \A1;.75 \A1;.50 .45 .45 .45 .45 \A1;.05 \A1;.15 \A1;.30 \A1;.40 \A1;.10 \A1;.30 \A1;.40 \A1;.10 \A1;.10 \A1;.30 \A1;.40 \A1;.20 .50 .55 .65 .70 .70 .95 .95 .95 .95 .55 .65 .70 .70 .95 .95 .95 .95 .50 1.05 .60 .60 1.05 .50 .45 .45 .45 .45 \A1;.45 \A1;3.33 \A1;.45 \A1;3.55 \A1;.45 \A1;5.55 \A1;.45 \A1;5.33 \A1;.45 \A1;.40 \A1;.25 \A1;.40 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.60 \A1;.45 \A1;5.33 \A1;.45 \A1;.45 \A1;.45 \A1;4.55 \A1;4.45 \A1;.45 \A1;.60 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 4 4 6 6 6 5 5,13 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 VP(0.45X0.60) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VP(0.45X0.60) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) VS(0.25X0.40) 5 5 5 5 VP - 102 (.30 x .40) 4d1/2" 4d1/2" 5 5 5 SECCION A - A Esc. 1/25 Esc : 1 / 25 3 d 1/2" 3 d 1/2" d1/4" 2@.05, 4@.10, 3@.15, Rto.@.20, c/extremos 5 2d3/8" 2 d 3/8" 5 5 5 5 5 5 5 5 C C E E G G 5 5 5 2 d 1/2" VP - 101 (.30x .50) 3 d 5/8" 3 d 5/8" 3d3/4" + 2d3/4" 3d3/4" 5 5 5 SECCION B - B Esc. 1/25 5 SECCION A - A Esc. 1/25 5 Esc : 1 / 25 2 d 1/2" d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 2d3/4" 3d3/4" 5 2d3/4" 2 d 1/2" 3d3/4" 2d3/4" 2 d 1/2" 5 5 primer piso 1d1/2" 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 5 5 VP-100(0.30x0.40) VP-101(0.30x0.50) VP-101(0.30x0.50) VP-102(0.30x0.40) VP-102(0.30x0.40) VA-100(0.25x0.30) VA-101(0.30x0.20) VA-101(0.30x0.20) VA-101(0.30x0.20) VA-101(0.30x0.20) VP-100(0.30x0.40) VP-100(0.30x0.40) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-100(0.25x0.30) VA-102(0.20x0.20) 5 5 DETALLE DE ALIGERADO 5 5 5 5 5 5 ESC. 1/10 5 As de Temperatura d 1/4" @ 0.25 5 5 5 VB (0.10x0.20) 5 5 5 5 5 5 5 5 5 5 VP - PRIMER PISO (.45x .60) Esc : 1 / 25 PLANO ALIGERADO ESC. 1/50 5 VP (.25x .40) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 4d3/4" 4d3/4" .25 SECCION A - A Esc. 1/25 5 2d3/4" 7 d 5/8" 7 d 3/4" 7 d 5/8" 5 d 5/8" 7 d 3/4" 8 d 5/8" 7 d 3/4" 5 d 5/8" 6 d 3/4" 5 5 5 5 5 5 5 5 VP - SEGUNDO PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 5 d 3/4" + 4 d 3/4" 8 d 3/4" 4 d 3/4" 5 d 3/4" + 4 d 3/4" 2 d 5/8" 4 d 5/8" 5 5 5 5 5 5 5 5 VP - TERCER PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 10 d 3/4" 11 d 3/4" 7 d 5/8" 7 d 5/8" 9 d 3/4" 8 d 5/8" 12 d 3/4" 6 d 5/8" 8 d 5/8" 5 5 5 5 5 5 5 5 VP - CUARTO PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 11 d 3/4" 11 d 3/4" 7 d 5/8" 8 d 5/8" 12 d 3/4" 8 d 5/8" 7 d 1" 5 d 5/8" 8 d 5/8" 5 5 5 5 5 5 5 5 VP - QUINTO PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 10 d 3/4" 11 d 3/4" 7 d 5/8" 7 d 5/8" 11 d 3/4" 8 d 5/8" 12 d 3/4" 5 d 5/8" 8 d 5/8" 5 5 5 5 5 5 5 5 VP - SEXTO PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 7 d 3/4" 8 d 3/4" 7 d 5/8" 5 d 5/8" 9 d 3/4" 8 d 5/8" 9 d 3/4" 5 d 5/8" 8 d 5/8" 5 5 5 5 5 5 5 5 VP - SEPTIMO PISO (.45x .60) Esc : 1 / 25 d 3/8", 2@0.05, 8@0.10,5@0.15, Resto @0.20en c/extremo 3d3/4" + 2d3/4" 3d3/4" 5 SECCION A - A Esc. 1/25 2d3/4" 8 d 5/8" 5 d 5/8" 5 d 5/8" 6 d 5/8" 7 d 3/4" 5 d 5/8" 6 d 5/8" 7 d 5/8" 6 d 5/8" 7d5/8" 7d5/8" 5 SECCION A - A Esc. 1/25 2d5/8" 7d3/4" 5d5/8" 5 SECCION C - C Esc. 1/25 2d5/8" 7d3/4" 7d5/8" 5 SECCION B - B Esc. 1/25 2d5/8" A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F C C E E G G A A B B D D F F 7d3/4" 5d5/8" 5 SECCION D - D Esc. 1/25 2d5/8" 7d3/4" 6d5/8" 5 SECCION E - E Esc. 1/25 2d5/8" 7d3/4" 6d5/8" 5 SECCION F - F Esc. 1/25 2d5/8" 5 d 3/4" 5 SECCION A - A Esc. 1/25 2d5/8" 8d3/4" 5d5/8" 5 SECCION B - B Esc. 1/25 2d5/8" 7d3/4" 6d5/8" 5 SECCION E - E Esc. 1/25 2d5/8" 7d3/4" 6d5/8" 5 SECCION F - F Esc. 1/25 2d5/8" 5 d 3/4" 3 d 5/8" 5 d 3/4" + 5 d 3/4" 4 d 5/8" 4 \U+2205 3/4" 5 d 3/4" 4 \U+2205 3/4" 8d3/4" 5d5/8" 5 SECCION C - C Esc. 1/25 2d5/8" 8d3/4" 5d5/8" 5 SECCION D - D Esc. 1/25 2d5/8" 5 5 5 5 5 5 5 5 d 3/4" + 5 d 3/4" 5 SECCION A - A Esc. 1/25 2d5/8" 6 d 3/4" + 5 d 3/4" 5 SECCION B - B Esc. 1/25 2d5/8" 8d5/8" 5 SECCION E - E Esc. 1/25 2d5/8" 7 d 5/8" 5d3/4" 6d5/8" 5 SECCION C - C Esc. 1/25 2d5/8" 6d5/8" 5 SECCION D - D Esc. 1/25 2d5/8" 7 d 5/8" 6 d 3/4" + 5 d 3/4" 6 d 3/4" 8d5/8" 5 SECCION F - F Esc. 1/25 2d5/8" 6 d 3/4" + 6 d 3/4" 5 SECCION A - A Esc. 1/25 2d5/8" 6 d 3/4" + 5 d 3/4" 5 SECCION B - B Esc. 1/25 2d5/8" 8d5/8" 5 SECCION E - E Esc. 1/25 2d5/8" 7 d 5/8" 6d3/4" 5d5/8" 5 SECCION C - C Esc. 1/25 2d5/8" 5 SECCION D - D Esc. 1/25 2d5/8" 7 d 5/8" 6 d 3/4" + 6 d 3/4" 6 d 3/4" 8d5/8" 5 SECCION F - F Esc. 1/25 2d5/8" 7 d 1" 6 d 3/4" + 5 d 3/4" 5d5/8" 5 SECCION A - A Esc. 1/25 2d5/8" 6 d 3/4" + 5 d 3/4" 5 SECCION B - B Esc. 1/25 2d5/8" 8d5/8" 5 SECCION E - E Esc. 1/25 2d5/8" 7 d 5/8" 6d3/4" 5d5/8" 5 SECCION C - C Esc. 1/25 2d5/8" 5 SECCION D - D Esc. 1/25 2d5/8" 7 d 5/8" 6 d 3/4" + 6 d 3/4" 6 d 3/4" 8d5/8" 5 SECCION F - F Esc. 1/25 2d5/8" 7 d 1" 6 d 3/4" + 5 d 3/4" 5d5/8"

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, concrete, DWG, formwork, reinforced, reinforced concrete, schalung, stahlbeton, work