Flat Structures Housing DWG Plan for AutoCAD

Flat Structures Housing DWG Plan for AutoCAD

Home Plan 4pisos detached; specialty structures.

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

overlap, overlap, tralape location of lower upper armor, floor plan, plant shuttering roof second floor, foundation plant, vch, vch, vig., vig., vig., vig., vig., vig., vig., stairs, vig., vig., vig., vig., vig., vig., vig., typical cut of lightened, temperature, typical cross joist, running, vch, column table, are minimum dimensions that should have, must be corroborated in the field with an e.m.s., minimum depth of foundation must be, floor, floors, rest, rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., rst. both ext., floor, both sides, both sides, both sides, down, both sides, see court, stairs, both sides, both sides

Raw text data extracted from CAD file:

\A1;2.73 \A1;2.57 \A1;3.29 \A1;2.50 \A1;3.77 \A1;2.48 \A1;2.44 \A1;3.16 \A1;22.93 \A1;2.92 \A1;.93 \A1;.77 \A1;1.35 \A1;22.93 \A1;2.73 \A1;2.57 \A1;3.29 \A1;2.50 \A1;1.93 \A1;2.48 \A1;2.44 \A1;1.85 \A1;3.16 \A1;.90 \A1;.90 \A1;.20 281.689576925809 K - K \A1;.70 \A1;.70 \A1;.70 \A1;1.88 \A1;.70 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.70 \A1;.70 \A1;1.88 \A1;.70 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.70 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.15 \A1;.25 \A1;.30 \A1;.60 \A1;.25 \A1;.30 \A1;.15 \A1;.50 \A1;.25 \A1;.25 \A1;.20 \A1;.35 \A1;L/4 \A1;Longitud de Traslape \A1;Tramo de Traslape \A1;L/4 \A1;Longitud de Traslape \A1;Tramo de Traslape -224.5283073767633 UBICACION DE TRALAPE DE ARMADURAS SUPERIORES E INFERIORES 5 5 -224.5283073767633 -224.5283073767633 -224.5283073767633 -224.5283073767633 -224.5283073767633 5 \A1;L \A1;L/2 \A1;L/4 \A1;.40 \A1;.40 \A1;.05 \A1;.15 \A1;.20 \A1;.05 \A1;.15 \A1;.20 \A1;.10 \A1;.15 \A1;.25 \A1;.60 \A1;.20 \A1;.35 \A1;.25 \A1;.30 \A1;.15 \A1;.50 \A1;.25 \A1;.25 \A1;1.16 \A1;1.80 \A1;1.20 \A1;1.20 \A1;1.16 \A1;1.96 \A1;1.35 \A1;1.40 \A1;2.75 \A1;1.35 \A1;1.35 \A1;2.75 \A1;1.50 \A1;1.82 \A1;1.35 \A1;1.35 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;2.45 \A1;2.28 \A1;1.05 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.60 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.30 \A1;.60 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.20 \A1;.60 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.35 \A1;.15 \A1;.35 \A1;.125 \A1;.25 \A1;.125 \A1;.125 \A1;.25 \A1;.125 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.45 \A1;.90 \A1;.70 \A1;1.00 \A1;.40 \A1;1.50 \A1;.15 \A1;.60 \A1;.15 \A1;.65 \A1;.15 \A1;.25 \A1;.13 \A1;.13 \A1;.25 \A1;.95 \A1;.35 \A1;.60 \A1;.30 \A1;.30 \A1;.59 \A1;1.19 \A1;.25 (S/C=200 Kg./m.2) PLANTA ENCOFRADOS TECHO PRIMER PISO (h=.20) (S/C=200 Kg./m.2) PLANTA ENCOFRADOS TECHO SEGUNDO PISO (h=.20) 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 C-11 (S/C=200 Kg./m.2) PLANTA CIMENTACIÓN 1 2 3 4 5 6 7 8 9 C-1 5 5 5 5 5 5 5 5 5 1 4 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 PL-1 PL-2 PL-3 PL-4 C-2 C-2 C-3 C-3 C-4 C-4 C-3 C-3 C-2 C-5 C-5 C-5 C-5 C-5 C-5 C-6 C-6 C-6 C-6 C-6 C-1 PL-3 C-2 C-3 C-4 C-5 C-6 1Ø3/8"@.05 4Ø5/8" Ø3/8"@.25 5 5 X X X X X X X X Vch - 01 (.50x.20) V301 (.25x.40) V201 (.25x.40) V201, 202, 203, 204 - (.25x.50) 2Ø5/8"+1Ø1/2" 2Ø5/8" 3Ø1/2" 3Ø1/2" 3Ø1/2" Vch - 01 (.50x.20) x - x AS 5 Vig. 01 AS 13 Vig. 02 AS 6 Vig. 07 5 5 1Ø3/8" 1Ø3/8" AS 6 Vig. 06 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" AS 5 Vig. 05 AS 4 Vig. 04 AS 4 Vig. 03 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" V501 (.25x.40) V601 (.25x.40) V701 (.25x.40) V801 (.25x.40) Ø Escalera Ø Escalera 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" AS 6 Vig. 07 5 5 1Ø3/8" 1Ø3/8" AS 6 Vig. 06 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" AS 5 Vig. 05 AS 4 Vig. 04 AS 4 Vig. 03 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 AS 5 Vig. 01 1Ø3/8" 1Ø3/8" 1Ø3/8" AS 8 Vig. 02 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" A A C B B 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 4Ø1/2" 5 5 5 5 6Ø5/8" + 4Ø1/2" 4Ø5/8"+4Ø1/2" 5 5 6Ø1/2" 5 5 6Ø5/8" 5 5 CORTE TIPICO DE ALIGERADO (h=.20) .10 .10 .30 .10 .30 Ø Temperatura 1/4"@.25 .40 .40 .05 .15 .20 (b=.10) (V.T.T.) VIGUETA TRANSVERSAL TIPICA 1Ø3/8" Corrido (abajo) .05 .15 .20 .10 V301, 302, 303, 304 - (.25x.50) Vch - 02 (.60x.20) Vch - 02 (.60x.20) 4Ø5/8" 5 5 4Ø1/2" 5 5 5 6Ø5/8" + 4Ø1/2" 4Ø5/8" 5 5 6Ø1/2" 5 5 6Ø5/8" 5 5 CUADRO DE COLUMNAS C D D A A D D B B B B E E G G H H I I J J K K B B B B B B B B B B A A V501, 502, 503, 504 - (.25x.50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 1Ø1/2"@.20 Son dimensiones mínimas que debería tener Se debe corroborar en campo y con un E.M.S. Profundida mínima de cimentación debe ser -1.50m 5 5 5 1 Piso Pisos Resto 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.15 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 1Ø3/8"@.05 10Ø3/8"@.10 Rst. @.25 ambos ext. 2 Piso V601, 602, 603 - (.15x1.00 + .25x.50 ) V604 - (.25x.50) V701, 702, 703, 704 - ( .25x.50 ) V801, 802, 803, 804 - ( .25x.50 ) F F A - A B - B C - C D - D E - E G - G H - H I - I J - J K - K L L H H F - F L - L 1Ø3/8" 5 5 \A1;4 d 1/2" 5 \A1;3/8"@ .15 5 \A1;10 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;12 d 1/2" \A1;6 d 1/2" \A1;3/8"@ .15 \A1;12 d 1/2" \A1;3/8"@ .15 \A1;4 d 3/8" \A1;1/4"@ .15 \A1;4 d 1/2" \A1;3/8"@ .15 \A1;4 d 1/2" \A1;3/8"@ .15 \A1;6 d 1/2" \A1;3/8"@ .15 \A1;6 d 1/2" \A1;3/8"@ .15 \A1;6 d 1/2" \A1;3/8"@ .15 \A1;6 d 5/8" \A1;3/8": 1@.05,6@.05 \A1;6 d 5/8" \A1;3/8"@ .15 \A1;6 d 5/8" \A1;3/8"@ .15 \A1; 1 d 3/8"@.20 \A1;4 d 1/2" \A1;3/8"@ .15 5 5 5 5 5 5 \A1;2 d 1/2" \A1;2 d 1/2" \A1;2 d 1/2" \A1;rts@.15 ambos lados \A1;3/8": 1@.05,6@.05 \A1;rts@.15 ambos lados \A1;3/8": 1@.05,6@.05 \A1;rts@.15 ambos lados \A1;arriba y abajo \A1;3/8": 1@.05,6@.05 \A1;rts@.15 ambos lados \A1; 10 d 1/2" 3Ø1/2" 3Ø1/2" 2Ø5/8" 2Ø5/8" \A1;3/8"@ .15 1 - 1 2 - 2 3 - 3 4 - 4 5 - 5 5 5 5 5 5 5 5 .20 5 5 5 5 .125 5 .125 .125 5 .125 5 5 5 5 5 2Ø5/8"+1Ø1/2" 2 2 1 1 3 3 1 1 4 4 4 4 2Ø5/8" 5 5 5 5 2Ø5/8" 2Ø5/8"+2Ø1/2" 2Ø1/2" 2Ø5/8"+2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø5/8" Ver corte 2-2 \A1;4 d 5/8" \A1;4 d 5/8" \A1;4 d 1/2" \A1;4 d 5/8" \A1;8 d 1/2" \A1;4 d 1/2" \A1;6 d 1/2" \A1;4 d 1/2" \A1;6 d 1/2" \A1;7 d 1/2" 5 5 5 Escalera 5 5 5 5 10Ø1/2" 5 5 5 5 4Ø5/8" 6Ø1/2" 4Ø5/8" 5Ø1/2" 5 5 5 5 5 5 PL-2 PL-1 PL-4 5 5 5 5 5 8Ø5/8" 6Ø1/2" 8Ø5/8" 6Ø5/2" 8Ø1/2" 8Ø5/8" B B B B B B B B D D A A D D B B B B E E G G H H V501 (.25x.40) V601 (.25x.40) V701 (.25x.40) V801 (.25x.40) V301 (.25x.40) A A F F L L H H A A C B B C V01 (.25x.40) B B \A1;3/8": 1@.05,6@.05 \A1;rts@.15 ambos lados \A1;3/8": 1@.05,6@.05 \A1;rts@.15 ambos lados

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, detached, DWG, erdbebensicher strukturen, flat, home, Housing, pisos, plan, seismic structures, structures, strukturen