Structural Project DWG Full Project for AutoCAD

Structural Project DWG Full Project for AutoCAD

Project of hotel’s structure – Foundations plant – Stairway – Slab with ribs

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

bar, floor slab plant, esc., format, esc., slab, var., esc., slab, var., alternate overlap, lig., free height, indicated in calculation plans, separation of stirrups, free height, free height, separation of stirrups, indicated in calculation plans, free height, knit, clay block, detail of ribbed slab, esc., mooring nerve detail, esc., edge nerve detail, esc., knit, clay block, cab, knit, clay block, cab, reinforcement steel, esc., det. types of marginal nodes, esc., det. type of central nodes, esc., slab, concrete: c, reinforcement steel: fy, Characteristics of the materials, floor slab plant, esc., format, lig., additional steel, steel diam, bar, in drawings calculations, separation of indicated stirrups, lig., bar, free height, minimum, steel diam, additional steel, free height, minimum, dbar, separation of indicated stirrups, in drawings calculations, knit, clay block, detail of ribbed slab, esc., knit, clay block, cab, knit, clay block, cab, reinforcement steel, concrete: c, reinforcement steel: fy, Characteristics of the materials, esc., det. column stop, esc., det. corner corner stopper, est., est., est., est., est., est., format, est., format, ploteo esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., var., esc., slab, var., esc., slab, mooring nerve detail, esc., edge nerve detail, esc., var., var., var., var., esc., slab, cut, esc., est, cut, esc., est, cut, esc., est, cut, esc., est, concrete: c, reinforcement steel: fy, Characteristics of the materials, concrete: c, reinforcement steel: fy, Characteristics of the materials, lig., machon, esc., beam staircase, esc., lig., detail ladder section, esc., beam esc., beam esc. no, stretch, detail staircase plant, esc., format, level, machon, esc., lig., machon, detail beam esc., receive, detail ladder section, esc., machon, level, level, detail ladder section, esc., level, receive, beam staircase, esc., lig., detail beam esc., receive, det. beam staircase, esc., det. beam staircase, esc., est., est., format, est., est., est., cut, esc., est, cut, esc., est, cut, esc., est, ploteo esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., portico level, esc., format, floor base, column, pedestal, foundation, welded mesh, est., pedestal, column, foundation plant, esc., foundation detail, esc., esc:, column detail, est., det. roostra beam, esc., det. pedestal, esc., filler material, type, floor base, welded mesh, chopped stone, esc:, column detail, est., roostra beam, esc:, column detail, est., v., esc:, column detail, est., ploteo esc., type, concrete: c, reinforcement steel: fy, Characteristics of the materials, concrete: c, reinforcement steel: fy, Characteristics of the materials, concrete: c, reinforcement steel: fy, Characteristics of the materials, v., format, foundation plant, esc., ploteo esc., esc:, column detail, est., type foundation, see detailed plan of foundations, type foundation, see detailed plan of foundations, type foundation, see flat detail d

Raw text data extracted from CAD file:

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ESC. 1:50 LOSA LE-2 5 .10 5 1 d 1/2" x VAR. 3.20 1 d 1/2" x 7.50 5 5 5 .10 1 d 1/2" x 3.30 3.20 1 d 1/2" x 9.875 ALTERNAR SOLAPE ALTERNAR SOLAPE LIG. d 3/8" @ .075 LIG. 3 d 3/8" @.15 LIG. d 3/8" @ .075 LIG. d 3/8" @ .075 LIG. d 3/8" @ .075 LIG. 3 d 3/8" @.15 1/5 DE ALTURA LIBRE (MINIMO .50) INDICADOS EN PLANOS Y CALCULOS SEPARACION DE ESTRIBOS 2H 5 5 1/5 DE ALTURA LIBRE (MINIMO .50) 5 1/5 DE ALTURA LIBRE (MINIMO .50) SEPARACION DE ESTRIBOS 2H INDICADOS EN PLANOS Y CALCULOS 5 5 5 1/5 DE ALTURA LIBRE (MINIMO .50) 5 5 MALLA 100 x 100 x 4 5 5 5 5 5 2 d 3/8" BLOQUE DE ARCILLA DETALLE DE LOSA NERVADA ESC. 1:10 DETALLE NERVIO DE AMARRE ESC. 1:10 DETALLE NERVIO DE BORDE ESC. 1:10 MALLA 100 x 100 x 4 5 5 5 BLOQUE DE ARCILLA CAB d 3/8" @ 0.20 5 2 d 3/8" MALLA 100 x 100 x 4 5 5 5 BLOQUE DE ARCILLA CAB d 3/8" @ 0.20 5 ACERO DE REFUERZO ACERO DE REFUERZO ESC. 1:25 DET. TIPO DE NODOS MARGINALES ESC. 1:25 DET. TIPO DE NODOS CENTRALES 5 5 ESC. 1:50 LOSA LME-1 .15 .15 .40 .15 1.45 H H 1.45 d1/2"@ 0.15 d3/8"@ 0.15 CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES PLANTA DE LOSAS ( NIVEL 1 ) ESC. 1:50 FORMATO "D" LIG. d 3/8" @.075 LIG. 3 d 3/8" @.15 LIG. d 3/8" @.075 ACERO ADICIONAL d ACERO .40 DIAM. 5 12 d barra EN PLANOS Y CALCULOS SEPARACION DE ESTRIBOS INDICADOS LIG. 3 d 3/8" @.15 12 d barra 1/5 DE ALTURA LIBRE 5 ( MINIMO .50 ) 5 d ACERO .40 DIAM. ACERO ADICIONAL 1/5 DE ALTURA LIBRE ( MINIMO .50 ) 5 30 dbarra o .60 SEPARACION DE ESTRIBOS INDICADOS EN PLANOS Y CALCULOS 5 5 MALLA 100 x 100 x 4 5 .20 .15 5 5 2 d 3/8" BLOQUE DE ARCILLA DETALLE DE LOSA NERVADA ESC. 1:10 MALLA 100 x 100 x 4 5 .20 .15 BLOQUE DE ARCILLA CAB d 3/8" @ 0.20 5 2 d 3/8" MALLA 100 x 100 x 4 5 .20 .15 BLOQUE DE ARCILLA CAB d 3/8" @ 0.20 5 ACERO DE REFUERZO ACERO DE REFUERZO CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES 5 5 5 5 ESC. 1:25 DET. TOPE DE COLUMNA ESC. 1:25 DET. TOPE DE COLUMNA ESQUINERA H H 2.150000000522823 5 2 4.193471308563858 B D 2 30 x 40 5 4 d1/2" x 11.85 EST. d 3/8" D' 5 .20 C 4.899999999983493 30 x 40 5 30 x 40 .20 2 d3/4" x 3.00 2 d3/4" x 3.00 .20 .20 4 d1/2" x 11.85 2.150000000522823 5 4.193471308563858 B D 30 x 20 5 4 d1/2" x 11.85 EST. d 3/8" D' 5 .20 C 4.899999999983493 30 x 20 5 30 x 20 .20 .20 .20 4 d1/2" x 11.85 5 5 5.099999999963302 5 4.193471308563858 B D 30 x 40 5 4 d1/2" x 10.50 E 5 C 4.899999999983493 30 x 40 5 30 x 40 1 d3/4" x 3.00 1 d3/4" x 3.00 4 d1/2" x 8.00 3.0 A' EST. d 3/8" .20 .20 5 5 30 x 40 .20 4 d1/2" x 8.40 1 d3/4" x 3.00 1 d3/4" x 3.00 .20 4 d1/2" x 8.00 5 @.20 1 5 B D 1 @.20 4 d1/2" x 10.40 E 5 C 5 @.20 4 d1/2" x 7.95 5 A' EST. d 3/8" .20 .20 5 @.20 30 x 20 .20 4 d1/2" x 8.20 .20 4 d1/2" x 10.65 30 x 20 30 x 20 30 x 20 5 @.20 2 5 B D 2 30 x 50 @.20 4 d3/4" x 8.70 E 5 C 5 30 x 50 @.20 30 x 50 1 d3/4" x 3.00 4 d3/4" x 10.80 5 A EST. d 3/8" .30 .30 5 @.20 30 x 50 .30 4 d3/4" x 11.40 1 d3/4" x 3.00 .30 4 d3/4" x 10.80 5 @.15 5 B D 30 x 25 @.15 4 d1/2" x 8.55 E 5 C 5 @.15 1 d1/2" x 5.55 4 d1/2" x 10.65 5 A EST. d 3/8" .15 .15 5 @.15 .15 4 d1/2" x 8.20 .15 4 d1/2" x 10.65 30 x 25 30 x 25 30 x 25 FORMATO "D" 3.899999999938927 5 1 1.136447836493289 1' 3 1 30 x 40 5 3 o1/2" x 6.00 3 o1/2" x 8.00 .20 EST. o 3/8" 5 5 4 1.349999999982174 5 .20 5 5 2 4.05000000012592 3 o3/4" x 3.45 .20 3 o3/4" x 6.00 .20 .20 3 o3/4" x 8.00 30 x 40 5 30 x 40 FORMATO "D" 5 PLOTEO ESC. 1000=50 PLOTEO ESC. 1000=50 PLOTEO ESC. 1000=50 PLOTEO ESC. 1000=50 PORTICO E NIVEL 2 ESC. 1:50 PORTICO 1 NIVEL 1 ESC. 1:50 PORTICO 1 NIVEL 2 ESC. 1:50 PORTICO 2 NIVEL 1 ESC. 1:50 PORTICO 2 NIVEL 2 ESC. 1:50 PORTICO 3=4 NIVEL 1 ESC. 1:50 PORTICO 3=4 NIVEL 2 ESC. 1:50 5 5 5 VAR. 1 d 3/8" x 4.10 .10 1 d 3/4" x 3.50 1 d 3/8" x 4.10 .10 1 d 1/2" x 2.70 1 d 1/2" x 2.70 1 d 5/8" x 10.60 .10 1 d 5/8" x 10.60 .10 ESC. 1:50 LOSA LT-2 VAR. 5 ESC. 1:50 LOSA LT-1 5 DETALLE NERVIO DE AMARRE ESC. 1:10 DETALLE NERVIO DE BORDE ESC. 1:10 1 d 5/8" x VAR. .10 1 d 5/8" x VAR. .10 1 d 3/8" x VAR. .10 1 d 3/4" x 3.50 1 d 3/8" x VAR. .10 1 d 1/2" x 2.70 1 d 1/2" x 2.70 5 .10 .10 1d3/8"x1.10 .10 .10 1 d 1/2" x 4.60 1d3/8"x1.10 ESC. 1:50 LOSA LT-3 CORTE 1 - 1 ESC. 1:12.5 5 5 6 d 1/2" EST d 3/8" x 1.40 @ .225 .35 .25 .35 .10 .25 .10 CORTE 2 - 2 ESC. 1:12.5 5 5 8 d 1/2" EST d 3/8" x 1.00 @ .15 .15 .25 .15 .10 .25 .10 CORTE 2 - 2 ESC. 1:12.5 5 5 8 d 3/4" EST d 3/8" x 1.60 @ .20 .45 .25 .45 .10 .25 .10 CORTE 1 - 1 ESC. 1:12.5 5 5 8 d 1/2" EST d 3/8" x 1.00 @ .15 .15 .25 .15 .10 .25 .10 +3.00 +3.00 6.75 6.75 CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES 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 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 LIG. d 3/8" x .60 @ .15 MACHON .15 x .15 4 d 1/2" ESC. 1:12.5 5 .10 .10 .10 .10 .10 .10 VIGA ESCALERA 1 5 4 d 1/2" ESC. 1:12.5 5 LIG. d 3/8" x .90 @ .15 .10 .25 .10 .10 .10 .25 DETALLE SCALERA TRAMO 1 ESC. 1:25 5 5 5 .165 .165 5 VIGA ESC. No.1 VIGA ESC. No. 2 TRAMO 1 TRAMO 2 TRAMO 3 DETALLE PLANTA DE ESCALERA ESC. 1:25 FORMATO "D" NIVEL + 0.00 NIVEL + 0.825 MACHON .20 x .20 4 d 1/2" ESC. 1:12.5 .15 .15 .15 .15 .10 .10 LIG. d 3/8" x .80 @ .15 5 5 5 .30 .40 .30 5 5 MACHON .15x.15 5 5 .50 x .50 .60 x 1.50 DETALLE VIGA ESC. 1 d3/8" @.15 A/S .20 .20 d3/8" @.15 A/S .20 .20 d3/8" @.15 Rep. d3/8" @.15 d3/8" @.20 d3/8" @.15 DETALLE SCALERA TRAMO 2 ESC. 1:25 5 5 5 5 5 .165 .165 5 5 5 MACHON .15x.15 NIVEL + 0.825 NIVEL + 1.99 .60 x .60 d3/8" @.15 A/S .20 .20 NIVEL + 1.99 5 5 5 5 .165 .165 5 DETALLE SCALERA TRAMO 3 ESC. 1:25 d1/2" @.20 NIVEL + 1.99 NIVEL + 3.15 Rep. d3/8" @.15 5 2 d1/2" x 1.87 .30 x .15 .20 .20 1 5 1 .20 .20 5 VIGA ESCALERA 2 5 4 d 1/2" ESC. 1:12.5 5 LIG. d 3/8" x1.00 @ .15 .15 .25 .15 .10 .10 .25 d1/2" @.20 5 5 .40 .30 .40 5 5 5 .40 .40 DETALLE VIGA ESC. 2 5 d1/2" @.20 Rep. d3/8" @.15 d1/2" @.20 .40 .30 .40 .40 .40 5 DET. VIGA ESCALERA 1 ESC. 1:50 5 3 d 1/2" x 3.15 2 d 1/2" x 3.15 .30 x .20 .20 .20 2 5 2 .20 .20 5 DET. VIGA ESCALERA 2 ESC. 1:50 2 d1/2" x 1.87 5 @.225 1 5 2' 3 1 30 x 40 @.225 3 o1/2" x 9.65 3 o1/2" x 9.65 1 o1/2" x 3.00 .10 .10 EST. d3/8" <> @.10 4 5 @.10 .10 5 .10 5 @.15 2 5 2 3 2 30 x 25 @.15 .10 EST. o 3/8" <> @.10 4 5 @.10 .10 5 1 <> 30 x 25 30 x 25 3 o3/8" x 8.00 .10 .10 3 o3/8" x 7.90 @.15 3 o3/8" x 6.00 3 o3/8" x 10.00 FORMATO "D" 5 3 3 EST. o 3/8" <> @.10 4 5 @.10 .20 5 1 <> 30 x 90 4 o3/4" x 8.00 @.225 5 .20 4 o3/4" x 8.00 2 o1" x 7.00 3 o1" x 12.00 .20 .20 4 d3/4" x 3.15 4 d3/4" x 3.15 5 @.225 5 1 3 30 x 40 @.225 3 o1/2" x 10.00 1 o3/4" x 2.60 .20 EST. o 3/8" <> @.10 4 5 @.10 .20 5 5 2 5 1 o3/4" x 2.60 1 o3/4" x 3.00 1 o3/4" x 3.00 .20 3 o1/2" x 8.00 .20 3 o1/2" x 8.00 .20 .20 3 o1/2" x 6.00 5 @.15 5 2 3 30 x 25 @.15 .10 EST. o 3/8" <> @.10 4 5 @.10 .10 5 30 x 25 30 x 25 .10 .10 3 o1/2" x @.15 1' <> 3 o1/2" x CORTE 1 - 1 ESC. 1:12.5 5 5 6 d 1/2" EST d 3/8" x 1.40 @ .225 .35 .25 .35 .10 .25 .10 CORTE 2 - 2 ESC. 1:12.5 5 5 6 d 3/8" EST d 3/8" x 1.10 @ .15 .20 .25 .20 .10 .25 .10 CORTE 3 - 3 ESC. 1:12.5 5 5 3 d 1" EST d 3/8" x 2.40 @ .15 .85 .25 .85 .10 .25 .10 5 5 3 d 3/4" 2 d 3/8" 5 5 5 PLOTEO ESC. 1000=50 PLOTEO ESC. 1000=50 PORTICO A NIVEL 1 Y 2 ESC. 1:50 PORTICO B=C=D NIVEL 1 ESC. 1:50 PORTICO B=C NIVEL 2 ESC. 1:50 PORTICO D NIVEL 2 ESC. 1:50 PORTICO E NIVEL 1 ESC. 1:50 FORMATO "D" 5 5 BASE DE PAVIMENTO 5 B B+0.10 5 COLUMNA PEDESTAL FUNDACION 5 5 5 5 5 .25 .25 .15 .15 .10 .10 4 d 1/2" MALLA ELECTROSOLDADA 6" x 6" x 1/4" EST. d 3/8" x 1.00 @ .20 A A + 0.10 5 5 PEDESTAL COLUMNA 5 5 5 5 5 5 5 5 5 5 PLANTA DE FUNDACIONES ESC. 1:50 5 5 5 .35 5 .075 DETALLE DE FUNDACION ESC. 1:10 A x B F-6 5 ESC: 1:10 DETALLE DE COLUMNA 5 8 d1/2" .23 .10 .23 .10 EST. d3/8" x 1.12 @.20 DET. VIGA DE RIOSTRA ESC. 1:10 DET. DE PEDESTAL ESC. 1:10 MATERIAL DE RELLENO .40 .40 .20 .20 TIPO A 2-4 BASE DE PISO MALLA ELECTROSOLDADA 4" x 4" x 1/4" PIEDRA PICADA e=10cm a b F-4 F-4 .23 .23 A'-1'= A-2'= C-2= C-3= D-1= D-2= D-3= D-4= E-1'= E-2= E-3= E-4 5 ESC: 1:10 DETALLE DE COLUMNA 5 8 d3/4" .23 .10 .23 .10 EST. d3/8" x 1.12 @.20 .23 .23 A-3= A-4= D-1 VIGA DE RIOSTRA 5 ESC: 1:10 DETALLE DE COLUMNA 5 4 d1" .23 .10 .33 .10 EST. d3/8" x 1.32 @.20 .33 .23 A-3= A-4= D-1 F-6 F-2 F-4 F-3 F-1 V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. V.R. F-1 F-4 F-4 F-3 F-2 F-2 F-2 F-3 F-6 F-6 F-5 F-5 8 d7/8" 5 ESC: 1:10 DETALLE DE COLUMNA B-2=B-3 .10 .10 8 d1/2" EST. d3/8" x .92 @.20 PLOTEO ESC. 1000=50 F-1 TIPO A B @ a b 2.00 2.00 0.30 20 d3/8" 20 d3/8" F-2 1.80 1.80 0.30 14 d3/8" 14 d3/8" F-3 1.60 1.60 0.30 13 d3/8" 13 d3/8" F-4 1.50 1.50 0.30 11 d3/8" 11 d3/8" F-5 1.35 1.35 0.30 9 d3/8" 9 d3/8" F-6 1.00 1.00 0.30 7 d3/8" 7 d3/8" 0.00 0.825 1.99 CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES CONCRETO: f'c = 210 Kg/cm2 ACERO DE REFUERZO: Fy = 4.200 Kg/cm2 CARACTERISTICAS DE LOS MATERIALES F-6 V.R. FORMATO "D" PLANTA DE FUNDACIONES ESC. 1:50 PLOTEO ESC. 1000=50 5 5 5 5 F-6 F-6 F-6 5 5 5 ESC: 1:10 DETALLE DE COLUMNA .10 .10 8 d1/2" EST. d3/8" x .92 @.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A FUNDACION TIPO F-6 VER DETALLE PLANO DE FUNDACIONES FUNDACION TIPO F-6 VER DETALLE PLANO DE FUNDACIONES FUNDACION TIPO F-6 VER DETALLE PLANO DE FUNDACIONES A A PLANTA DE TECHO METALICO ESC. 1:50 L50x50x5 L50x50x5 155x155 155x155 100x40 100x40 CUBIERTA MADERA MACHIEMBRADA CON TEJA ASFALTICA CUBIERTA MADERA MACHIEMBRADA CON TEJA ASFALTICA 155x155 155x155 1.00 COLUMNA VER DETALLE COLUMNA VER DETALLE COLUMNA VER DETALLE 155x155 100x40 L50x50x6 155x155 DETALLE -4- DETALLE -1- DETALLE -2- DETALLE -3- SECCION A - A ESC. 1:50 SECCION B - B ESC. 1:50 5 155x155 100x40 155x155 155x155 155x155 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 L50x50x6 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 100x40 L50x50x6 L50x50x6 L50x50x6 L50x50x6 L50x50x6 .10 .10 .30 .10 .10 ESC: 1:10 DETALLE - 1 - ESC: 1:10 DETALLE - 2 - ESC: 1:10 DETALLE - 3 - ESC: 1:10 DETALLE - 4 - 155x155 PL d30cm e=1/2" COLUMNA VER DETALLE PERNO d3/4" 155x155 4 4 4 .30 155x155 PL d30cm e=1/2" COLUMNA VER DETALLE PERNO d3/4" 4 4 4 155x155 4 155x155 100x40 4 155x155 155x155 155x155 4

Language	N/A
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, DWG, erdbebensicher strukturen, foundations, full, Hotel, plant, Project, ribs, seismic structures, slab, stairway, structural, structure, strukturen