Concrete Slab DWG Block for AutoCAD

Concrete Slab DWG Block for AutoCAD

Armed of roof’s slab

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

Contains, Location, Cadastral code, planning, owner, Property:, draft:, date, scale, drawing:, sheet, variable, variable, variable, variable, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, Band beam, beam, beam, beam, beam, beam, beam, band, variable, variable, variable, variable, stirrup, slab, Band beam, stirrup, stirrup, slab, Band beam, stirrup, Terminal block, Band beam, Terminal block, Reliefs, Upper armor, Slab type cut, Stirrup mc, Run with, Terminal block, beam, variable, variable, variable, variable, variable, variable, variable, variable, variable, variable, variable, variable, mezzanine slab, Deck slab, The broken lines drawn together indicate the location, Structural steel rod shape millimeter corrugated., In areas of exposed slab the electrowelded mesh, Before proceeding with construction., Cylindrical resistance concrete compression, The dimensions indicated here should be confirmed with the project, As temperature armor., Of anchorage reinforcement., days., Technical specifications, Folded type, Iron sheet, Rods, weight, Kg., length, steel, concrete, volume, element, Summary of materials slab mezzanine, length, dimensions, kind, partial, total, Beams, I i i i i i i i i i i i i i, variable, Variable s, Stirrups, mezzanine slab, Folded type, Iron sheet, Rods, weight, Kg., length, steel, concrete, volume, element, Summary of materials slab mezzanine, length, dimensions, kind, partial, total, Slab of cobierta, I i i i i i i i i i i i i i i i i, variable, variable, Alleviation of u., Slab beams, Slab beams, Alleviation of u., The dimensions for cutting the irons should be checked on site., welded Mesh, Reliefs, Upper armor, Slab type cut, Esc .:, Esc .:, Contains, Location, Cadastral code, planning, owner, Property:, draft:, date, scale, drawing:, sheet

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 CONTIENE : UBICACION : CODIGO CATASTRAL : PLANIFICACION : PROPIETARIO : PREDIO: PROYECTO: FECHA : ESCALA : DIBUJO: LAMINA : \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.10 7d12 Mc206 L=10.50 9d14 Mc222 L=1.60 3d12 Mc205 L=6.10 5d12 Mc204 L=3.45 variable 6d12 Mc203 L=4.10 5d12 Mc202 L=4.70 8d12 Mc201 L=8.60 variable 2d12 Mc200 L=5.00 4d12 Mc210 L=4.50 7d12 Mc209 L=7.50 3d12 Mc208 L=5.00 variable 10d12 Mc207 L=8.30 8d12 Mc211 L=4.00 7d12 Mc212 L=11.80 5d12 Mc213 L=6.95 7d12 Mc214 L=8.15 8d12 Mc307 L=4.00 variable VIGA BANDA 1 5 VIGA BANDA 1 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 1 5 VIGA BANDA 1 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 1 5 VIGA BANDA 1 5 VIGA BANDA 1 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 2 5 VIGA BANDA 3 5 VIGA BANDA 3 5 VIGA BANDA 3 5 VIGA BANDA 3 5 VIGA 1 5 VIGA 1 5 VIGA 1 5 VIGA 1 5 VIGA 1 5 VIGA 5 BANDA 3 11d14 Mc223 L=1.60 variable 13d14 Mc220 L=2.60 variable 8d14 Mc221 L=2.40 variable 2d12 Mc312 L=1.90 variable 7d14 Mc312 L=1.90 10d14 Mc230 L=3.40 10d14 Mc228 L=3.00 3d14 Mc229 L=1.50 variable 5d14 Mc227 L=2.00 variable 10d12 Mc225 L=1.90 7d14 Mc224 L=3.10 8d14 Mc226 L=4.80 variable 7d14 Mc236 L=3.70 2d14 Mc221 L=2.40 6d14 Mc235 L=3.60 6d14 Mc225 L=1.90 10d14 Mc237 L=2.80 variable 13d14 Mc231 L=2.00 13d14 Mc232 L=2.90 10d14 Mc233 L=1.30 7d14 Mc231 L=2.00 7d14 Mc234 L=2.70 4d14 Mc235 L=1.90 7d14 Mc233 L=1.30 .025 .15 .20 .025 0.50 .025 0.45 .025 Estribo d8 c./0.15 Mc280 8d16 Mc250 Losa VIGA BANDA 1 0.20 0.15 0.15 Estribo d8 c./0.15 Mc281 .025 .025 0.40 .025 0.35 .025 Estribo d8 c./0.15 Mc282 8d14 Mc251 Losa VIGA BANDA 2 .15 .20 .15 .20 .025 .15 .025 .025 Estribo d8 c./0.15 Mc283 .025 .20 4d12 Mc252 ESCUADRA TERMINAL 0.15 VIGA BANDA 3 ESCUADRA TERMINAL 0.15 ESCUADRA TERMINAL 0.15 ALIVIANAMIENTOS ARMADURA SUPERIOR 0.10 0.40 0.10 0.40 0.10 0.40 0.10 CORTE TIPO DE LOSA H= 0.20 \A1;H=0.20 \A1;0.05 0.15 .25 .30 .025 .15 .025 .025 Estribo d8 c./0.10 Mc 284 .025 .20 4d14 Mc253 CORRIDO CON ESCUADRA TERMINAL 0.20 VIGA 1 15d12 Mc304 L=5.10 variable 7d12 Mc306 L=12.00 variable 15d12 Mc354 L=2.20 variable 15d12 Mc356 L=2.20 variable 2d12 Mc310 L=5.30 variable 14d12 Mc305 L=1.00 8d12 Mc302 L=7.80 variable 12d12 Mc307 L=4.40 variable 7d12 Mc352 L=3.60 15d12 Mc359 L=2.20 variable 15d12 Mc359 L=2.20 variable 7d12 Mc351 L=2.80 5d12 Mc303 L=7.90 variable 12d12 Mc307 L=5.40 variable 10d12 Mc309 L=4.20variable 6d12 Mc301 L=3.10 variable 6d12 Mc300 L=3.20 variable 5d12 Mc356 L=2.20 variable 15d12 Mc356 L=2.20 variable 15d12 Mc356 L=2.20 variable 7d12 Mc358 L=2.90 variable 4d12 Mc310 L=5.30 variable 4d12 Mc360 L=3.20 variable 9d12 Mc321 L=4.00 variable 6d12 Mc309 L=4.20variable 6d12 Mc359 L=2.20variable 5d12 Mc356 L=1.80 variable 6d12 Mc350 L=1.80 variable 6d12 Mc350 L=1.80 5d12 Mc320 L=4.60 variable 11d12 Mc318 L=2.00 variable 3d12 Mc301 L=3.10variable 7d12 Mc318 L=2.00 variable 6d12 Mc350 L=1.80 variable 7d12 Mc350 L=1.80 variable 19d12 Mc350 L=1.80 variable 3d12 Mc301 L=3.10variable 7d12 Mc318 L=2.00 variable 4d12 Mc301 L=3.10variable 2d12 Mc317 L=1.20 variable 6d12 Mc316 L=2.40 variable 2d12 Mc317 L=1.20 variable 11d12 Mc350 L=1.80 variable 2d12 Mc315 L=9.20variable 11d12 Mc319 L=1.90 variable 4d12 Mc319 L=3.10variable 6d12 Mc309 L=3.10 variable 4d12 Mc312 L=6.40 variable 4d12 Mc311 L=4.50 variable 7d12 Mc311 L=4.50 variable 8d12 Mc313 L=4.30 variable 9d12 Mc313 L=4.30 variable 10d12 Mc314 L=3.00 variable 9d12 Mc350 L=1.80 variable 3d12 Mc356 L=2.20 variable 4d12 Mc353 L=2.30 variable 6d12 Mc355 L=3.30 variable 5d12 Mc350 L=1.80 variable 3d12 Mc356 L=2.20 variable 3d12 Mc350 L=1.80 variable 4d12 Mc350 L=1.80 variable LOSA DE ENTREPISO H=0.20 LOSA DE CUBIERTA H=0.15 LAS LINEAS ENTRECORTADAS DIBUJADAS JUNTO A LAS COLUMNAS, INDICAN LA UBICACION ACERO ESTRUCTURAL fy=4200 Kg/cm ,EN FORMA DE VARILLA MILIMETRADA Y CORRUGADA. EN AREAS DE LOSA EXPUESTAS A LA IMTEMPERIE, SE COLOCARA MALLA ELECTROSOLDADA ARQUITECTONICO ANTES DE PROCEDER CON LA CONSTRUCCION. HORMIGON f'c=210 Kg/cm , DE RESISTENCIA CILINDRICA A LA COMPRESION A LOS LAS DIMENSIONES AQUI INDICADAS DEBERAN SER CONFIRMADAS CON EL PROYECTO 1d4 c/.15 COMO ARMADURA DE TEMPERATURA. DE ARMADURA DE ANCLAJE. 28 DIAS. 2 2 ESPECIFICACIONES TECNICAS TIPO DE DOBLADO b a C b a I a b L b a O c PLANILLA DE HIERROS No varillas PESO Kg. m. LONGITUD ACERO fY=4200Kg/cm2 O (mm) HORMIGON f'c=210 Kg/cm2 m3 VOLUMEN ELEMENTO RESUMEN DE MATERIALES LOSA ENTREPISO O Mc LONGITUD DIMENSIONES c a TIPO b PARCIAL d g o N TOTAL - 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 VIGAS 250 251 252 253 280 281 282 283 284 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 16 14 12 14 8 8 8 8 8 I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' C C C C C C C C C C C C C C C C C C L L L L O O O O O 4,80 8,40 4,50 3,90 3,25 5,90 10,30 8,10 4,80 7,30 4,30 3,80 11,60 6,75 7,95 2,30 2,10 1,30 1,30 2,80 1,60 4,50 1,70 2,70 1,20 3,10 1,70 2,60 1,00 2,40 3,30 3,40 2,50 11,85 11,85 11,85 11,85 2x0,20 2x0,45 2x0,35 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,15 0,15 0,15 0,15 0,15 2x0,15 2x0,15 2x0,15 2x0,15 2x0,25 VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE CORRIIDO CORRIIDO CORRIIDO CORRIIDO 2x0,05 2x0,05 2x0,05 2x0,05 2x0,05 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2 8 5 6 5 3 7 10 3 7 4 8 7 5 7 13 10 11 11 7 27 8 5 10 14 10 20 13 17 7 6 7 10 8 8 4 4 271 271 465 184 170 5,00 8,60 4,70 4,10 3,45 6,10 10,50 8,30 5,00 7,50 4,50 4,00 11,80 6,95 8,15 2,60 2,40 1,60 1,60 3,10 1,90 4,80 2,00 3,00 1,50 3,40 2,00 2,90 1,30 2,70 3,60 3,70 2,80 40,70 69,70 27,50 17,00 0,80 1,30 1,10 0,70 0,90 10,00 68,80 23,50 24,60 17,25 18,30 73,50 83,00 15,00 52,50 18,00 32,00 82,60 34,75 57,05 33,80 24,00 17,60 17,60 21,70 51,30 38,40 10,00 30,00 21,00 34,00 40,00 37,70 22,10 18,90 21,60 25,90 28,00 325,60 557,60 110,00 68,00 216,80 352,30 511,50 128,80 153,00 ESTRIBOS LOSA DE ENTREPISO 8 12 14 16 1362,40 720,85 1119,20 325,6 538,10 640,10 1351,90 513,70 113,50 60,00 93,20 27,10 TIPO DE DOBLADO b a C b a I a b L b a O c PLANILLA DE HIERROS No varillas PESO Kg. m. LONGITUD ACERO fY=4200Kg/cm2 O (mm) HORMIGON f'c=210 Kg/cm2 m3 VOLUMEN ELEMENTO RESUMEN DE MATERIALES LOSA ENTREPISO O Mc LONGITUD DIMENSIONES c a TIPO b PARCIAL d g o N TOTAL - 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 350 351 352 353 354 355 356 357 358 359 360 LOSA DE COBIERTA 12 1515.30 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' C C C C C C C' C' C' V Z 3,00 2,90 7,60 7,70 4,90 0,80 11,80 5,20 4,20 4,00 5,10 4,30 6,20 4,10 2,80 9,00 2,20 1,00 1,80 1,70 4,40 3,80 1,60 2,60 3,40 2,10 2,00 3,10 1,00 1,00 1,35 1,00 1,00 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 1,00 1,00 1,35 1,00 1,00 2x0,10 2x0,10 2x0,10 2x0,10 1,00 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 2x0,10 3,20 3,10 7,80 7,90 5,10 1,00 12,00 5,40 4,40 4,20 5,30 4,50 6,40 4,30 3,00 9,20 2,40 1,20 2,00 1,90 4,60 4,00 1,80 2,80 3,60 2,30 2,20 3,30 2,20 2,20 2,90 2,20 3,20 6 26 8 6 15 14 7 12 12 16 6 11 4 17 10 2 6 4 25 11 5 9 88 7 7 4 15 6 56 15 7 36 15 19,20 80,60 62,40 47,40 76,50 14,00 84,00 64,80 52,80 67,20 31,80 49,50 25,60 73,10 30,00 18,40 14,40 4,80 50,00 20,90 23,00 36,00 158,40 19,60 25,20 9,20 33,00 19,80 123,20 33,00 20,30 79,20 48,00 VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE 1345.50 126.20 9d12 Mc350 L=1.80 variable ALIVIANAMIENTO DE : 0.40x0.40x0.20 = 285 u. ALIVIANAMIENTO DE : 0.20x0.40x0.20 = 71 u. LOSA Y VIGAS 19.6 LOSA Y VIGAS 26.6 ALIVIANAMIENTO DE : 0.40x0.40x0.10 = 323 u. ALIVIANAMIENTO DE : 0.20x0.40x0.10 = 106 u. LAS DIMENSIONES PARA CORTAR LO HIERROS DEBERAN SER COMPROBADAS EN OBRA. MALLA ELECTRO SOLDADA 1d4 c./0.15 = 224 M2 ALIVIANAMIENTOS ARMADURA SUPERIOR 0.10 0.40 0.10 0.40 0.10 0.40 0.10 CORTE TIPO DE LOSA H= 0.15 H=0.15 \A1;0.05 0.10 ESC.: 1:100 ESC.: 1:100 CONTIENE : UBICACION : CODIGO CATASTRAL : PLANIFICACION : PROPIETARIO : PREDIO: PROYECTO: FECHA : ESCALA : DIBUJO: LAMINA :

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	armed, autocad, béton armé, block, concrete, DWG, formwork, reinforced concrete, roof, schalung, slab, stahlbeton