Structural Plan DWG Block for AutoCAD

Structural Plan DWG Block for AutoCAD

box plinths; armed plinths, chains, summary of materials

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

slab type, of compression, alleviation, lower, structural, higher, symbology, lower iron, upper iron, dimensions, plinth box, Location, do not., kind, armor, level, iii, vii, armed mooring chains, cyclopean, cyclopean, chain, armed general plinth, replantillo h.s., armor, section, stirrups, number, kind, axes, level, plant, columns, longitudinal, armor, slab, chain, slab, chain, slab, kind, section, stirrups, number, kind, axes, level, plant, columns, slab, kind, slab, chain, slab, kind, slab, beam banked, cut type, beam banked, beam banked, beam banked, cut type, beam banked, cut type, beam banked, beam banked, beam banked, Type II cut, beam axis level, beam banked, beam banked, beam type, beam type ii, beam type iii, Type III cut, slab type, slab type, slab foundation plant, beam axis level, beam axis level, material summary, weight, wtot, concrete f’c, columns, beams, slab, do not. slab blocks, Technical specifications:, concrete f’c, iron f and in the form of a corrugated millimeter rod, minimum overlaps if they are not indicated in the diameters planes of, the rod, types of irons, material summary, weight, wtot, concrete f’c, columns, beams, slab, do not. slab blocks, Technical specifications:, concrete f’c, iron f and in the form of a corrugated millimeter rod, minimum overlaps if they are not indicated in the diameters planes of, the rod

Raw text data extracted from CAD file:

\A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.03 \A1;.20 \A1;.03 \A1;.40 \A1;.40 \A1;.025 \A1;.20 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.25 \A1;.05 \A1;.30 \A1;.10 \A1;.40 \A1;.10 \A1;.60 N+/-0.00 \A1;Y \A1;H \A1;.075 \A1;X \A1;1.60 \A1;3.04 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;1.60 \A1;3.04 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.60 \A1;3.04 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;2.50 \A1;.20 \A1;.50 \A1;.50 \A1;.50 1 2 3 4 A B C D ESCALA_________________________1:10 LOSA TIPO \A1;LOSETA DE COMPRESION \A1;BLOQUE ALIVIANAMIENTO \A1;HIERRO INFERIOR \A1;NERVIO ESTRUCTURAL \A1;HIERRO SUPERIOR SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR 1.90 DIMENSIONES CUADRO DE PLINTOS UBICACION D1 - D4 X No. TIPO 2 I X-X Y H 0.25 1.90 Y-Y ARMADURA NIVEL FUND.(Nf) -1.30 2.45 A1 - A4 2 II 0.35 2.45 2.70 D2 - D3 2 III 0.40 2.70 -1.30 -1.30 9d14mm@.20.43 11d16mm@.21.34 15d16mm@.16.57 3.10 C1 - C4 2 IV 0.40 3.10 -1.30 17d16mm@.16.8 3.50 A1 - A3 - B1 - B4 4 V 0.45 3.50 -1.30 22d16mm@.43.32 4.35 C2 - C3 2 VI 0.55 4.35 -1.30 22d20mm@.18.00 4.90 B2 - B3 2 VII 0.60 4.90 -1.30 27d20mm@.16.23 9d14mm@.20.43 11d16mm@.21.34 15d16mm@.16.57 17d16mm@.16.8 22d16mm@.43.32 22d20mm@.18.00 27d20mm@.16.23 5 5 ARMADO CADENAS AMARRE \A1;HORMIGON CICLOPEO Estd8mm 1@10y20cm 4d12mm 5 5 5 5 5 \A1;HORMIGON CICLOPEO Estd8mm 1@10y20cm 5 5 .025 5 5 5 5 4d12mm CADENA 1 CADENA 2 5 5 ESCALA_________________________1:10 5 5 5 5 5 5 5 Y ARMADO GENERAL DE PLINTO ESCALA______________________________________S/E REPLANTILLO H.S. \A1;ARMADURA Y-Y H .075 \A1;ARMADURA X-X X ARMADURA X-X ARMADURA Y-Y Nf=-1.30 N=+0.30 SECCION ESTRIBOS NUMERO TIPO EJES NIVEL PLANTA COLUMNAS LONGITUDINAL ARMADURA N= - 1.30 D1 - D2 - D3 - D4 4 4d18mm 1Ed12@7.5 y 15cm 0.30 X 0.40 12d16mm 0.40 X 0.45 1Ed12@10 y 20cm 6d20mm 0.45 X 0.50 4d18mm 0.60 X 0.60 0.65 X 0.70 C1 - C4 2 A2 - A3 - B1 - B4 4 C2-C3 2 B2-B3 2 N=+3.54 N=+6.24 N=+11.64 N=+14.34 C1 C2 C3 C4 C5 4d16mm 2d14mm 6d18mm 12d20mm 18d22mm 12d16mm 2d14mm 4d18mm 4d16mm 6d20mm 6d18mm 4d18mm 12d20mm 18d22mm LOSA CADENA LOSA LOSA CADENA LOSA TIPO A (1) TIPO A (2) N=+0.30 SECCION ESTRIBOS NUMERO TIPO EJES NIVEL PLANTA COLUMNAS N= - 1.30 N=+3.54 N=+6.24 N=+8.94 N=+11.64 LOSA LOSA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ed12@10 y 20cm 1Ed12@10 y 20cm 1Ed12@10 y 20cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIPO TIPO 2 A1 - A4 D1 - D2 - D3 - D4 LOSA CADENA LOSA TIPO A (2) LOSA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A1 - A4 B4 - C1 - C2 - C3 - C4 A2 - A3 - B1 - B2 - B3 4 2 10 N=+8.94 VIGA PERALTADA ESCALA_________________________1:20 TIPO I CORTE 1 - 1' VIGA PERALTADA ESCALA_________________________1:20 VIGA PERALTADA ESCALA_________________________1:20 VIGA PERALTADA ESCALA_________________________1:20 TIPO I CORTE 2-2' Y 3-3' VIGA PERALTADA ESCALA_________________________1:20 526Ed8Mc401 TIPO I corte 4-4' 1 1' 2 2' 3 3' 4 4' VIGA PERALTADA ESCALA_________________________1:20 VIGA PERALTADA ESCALA_________________________1:10 VIGA PERALTADA ESCALA_________________________1:20 TIPO II CORTE 1 - 1' TIPO II CORTE 2 - 2' TIPO II CORTE 3 - 3' TIPO II CORTE 4 - 4' ESCALA_________________________S/E VIGA EJE A - D - C ( NIVEL +11.64 ; +14.34) VIGA PERALTADA ESCALA_________________________1:20 VIGA PERALTADA ESCALA_________________________1:20 VIGA TIPO I 526Ed8Mc401 VIGA TIPO II 526Ed8Mc401 VIGA TIPO III TIPO III CORTE 1 - 1' TIPO III CORTE 2 - 2' Y 3 - 3' TIPO III CORTE 4 - 4' 1 2 3 4 A B C D 2d18Mc401 2d20Mc402 2d25Mc405 2d20Mc402 2d25Mc406 2d20Mc404 33d12Mc407 33d12Mc408 33d12Mc408 33d12Mc409 4d25Mc411 2d18Mc412 4d25Mc413 2d18Mc414 2d25Mc411 4d20Mc415 2d25Mc413 4d20Mc416 2d18Mc403 2d20Mc404 4d18Mc410 2d18Mc417 2d20Mc422 2d22Mc418 2d18Mc419 2d22Mc420 2d18Mc421 2d18Mc427 2d20Mc428 2d18Mc423 2d20Mc424 2d18Mc425 2d20Mc426 2d25Mc429 2d20Mc428 2d25Mc431 2d20Mc424 2d25Mc430 2d20Mc426 26d12Mc435 26d12Mc434 26d12Mc433 26d12Mc432 4d18Mc439 4d18Mc438 4d18Mc437 4d18Mc436 4d16Mc440 2d18Mc441 4d25Mc446 2d18Mc444 4d25Mc442 2d18Mc441 4d16Mc443 2d18Mc444 1 2 3 4 A B C 1d18Mc401 1d20Mc402 2d25Mc405 2d20Mc402 2d25Mc406 2d20Mc404 22d12Mc407 22d12Mc408 22d12Mc408 22d12Mc409 4d25Mc411 2d18Mc412 4d25Mc413 2d18Mc414 2d25Mc411 4d20Mc415 2d25Mc413 4d20Mc416 1d18Mc403 1d20Mc404 2d18Mc410 1d18Mc417 1d20Mc422 1d22Mc418 1d18Mc419 1d22Mc420 1d18Mc421 2d18Mc423 2d20Mc424 2d18Mc425 2d20Mc426 2d25Mc431 2d20Mc424 2d25Mc430 2d20Mc426 26d12Mc434 26d12Mc433 26d12Mc432 4d18Mc438 4d18Mc437 4d18Mc436 4d16Mc440 2d18Mc441 4d25Mc451 2d18Mc450 4d25Mc442 2d18Mc441 4d16Mc449 2d18Mc450 33d12Mc445 33d12Mc446 22d12Mc445 33d12Mc446 26d12Mc448 26d12Mc447 26d12Mc452 26d12Mc447 \A1;6.20 \A1;6.50 \A1;5.50 \A1;5.50 \A1;5.00 \A1;6.30 \A1;6.20 \A1;6.50 \A1;5.50 \A1;5.50 \A1;5.00 LOSA TIPO 2 ESCALA______________________________________ 1: 125 LOSA TIPO 2 ESCALA______________________________________ 1: 200 \A1;1.90 \A1;1.90 \A1;3.10 \A1;3.10 \A1;3.50 \A1;3.50 \A1;2.45 \A1;2.45 \A1;2.70 \A1;2.70 \A1;4.35 \A1;4.35 \A1;4.90 \A1;4.90 \A1;4.90 \A1;3.50 \A1;3.50 \A1;2.70 \A1;2.70 \A1;4.35 \A1;4.90 \A1;3.50 \A1;3.50 \A1;1.90 \A1;1.90 \A1;3.10 \A1;3.10 \A1;3.50 \A1;3.50 \A1;2.45 \A1;2.45 \A1;6.30 \A1;6.20 \A1;6.50 \A1;5.00 \A1;5.50 \A1;5.50 CD 2 CD 1 CD 2 CD 2 CD 1 CD 1 CD 2 CD 2 CD 1 CD 1 CD 2 CD 2 CD 1 CD 1 CD 1 CD 1 CD 2 CD 2 CD 1 CD 1 CD 1 CD 1 CD 1 CD 1 T1 - C1 T4 - C2 T5 - C3 T2 - C1 T3 - C1 T6 - C4 T7 - C5 T5 - C3 T3 - C1 T6 - C4 T7 - C5 T5 - C3 T1 - C1 T4 - C2 T5 - C3 T2 - C1 LOSA PLANTA DE CIMENTACION ESCALA______________________________________ 1: 200 1 1' 2 2' 3 3' 4 4' ESCALA_________________________S/E VIGA EJE A - D - C ( NIVEL +11.64 ; +14.34) 1 1' 2 2' 3 3' 4 4' ESCALA_________________________S/E VIGA EJE A - D - C ( NIVEL +11.64 ; +14.34) V.Ø10mm@10y20cm V.Ø8mm@10y20cm EST.Ø10mm@10y20cm 2V.Ø8mm@10y20cm EST.Ø10mm@10y20cm 2V.Ø8mm@10y20cm 2V.Ø10mm 2V.Ø8mm@10y20cm 2V.Ø8mm@10y20cm V.Ø8mm@10y20cm EST.Ø10mm@10y20cm EST.Ø12mm@10y20cm EST.Ø12mm@7.5y15cm V.Ø10mm@10y20cm V.Ø8mm@7.5Y15cm \A1;.70 \A1;.05 \A1;.60 \A1;.05 \A1;.65 \A1;.05 \A1;.55 \A1;.05 \A1;.60 \A1;.05 \A1;.50 \A1;.05 \A1;.60 \A1;.05 \A1;.50 \A1;.05 \A1;.45 \A1;.50 \A1;.05 \A1;.40 \A1;.05 \A1;.05 \A1;.35 \A1;.05 \A1;.45 \A1;.05 \A1;.35 \A1;.05 \A1;.40 \A1;.05 \A1;.30 \A1;.05 \A1;.40 \A1;.05 \A1;.30 \A1;.05 \A1;.30 \A1;.05 \A1;.20 \A1;.05 2Ø22mm \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;.35 2Ø14mm 1Ø18mm Est.Ø8mm 1@10y20cm 3Ø16mm \A1;.05 \A1;.30 \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;.35 2Ø14mm 1Ø18mm Est.Ø8mm 1@10y20cm 2Ø16mm \A1;.05 \A1;.30 2Ø18mm \A1;.35 \A1;.03 \A1;.29 \A1;.03 \A1;.40 1Ø20mm 1Ø18mm Est.Ø8mm 1@10y20cm 2Ø25mm \A1;.05 \A1;.35 1Ø28mm 2Ø28mm 1Ø20mm \A1;.35 \A1;.03 \A1;.29 \A1;.03 \A1;.40 1Ø20mm 2Ø18mm Est.Ø8mm 1@10y20cm 2Ø25mm \A1;.05 \A1;.35 \A1;.35 \A1;.03 \A1;.29 \A1;.03 \A1;.40 1Ø20mm 1Ø18mm Est.Ø8mm 1@10y20cm 2Ø25mm \A1;.05 \A1;.35 2Ø16mm 1Ø22mm 1Ø28mm \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;4.00 1Ø18mm 3Ø20mm Est.Ø8mm 1@10y20cm 1Ø25mm \A1;.05 \A1;.35 \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;4.00 1Ø18mm 3Ø20mm Est.Ø8mm 1@10y20cm 1Ø25mm \A1;.05 \A1;.35 \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;.35 2Ø14mm 1Ø18mm Est.Ø8mm 1@10y20cm 2Ø16mm \A1;.05 \A1;.30 \A1;.35 \A1;.03 \A1;.29 \A1;.03 \A1;.40 1Ø20mm 1Ø18mm Est.Ø8mm 1@10y20cm 4Ø25mm \A1;.05 \A1;.35 \A1;.25 \A1;.03 \A1;.19 \A1;.03 \A1;4.00 1Ø18mm 4Ø20mm Est.Ø8mm 1@10y20cm 1Ø25mm \A1;.05 \A1;.35 RESUMEN DE MATERIALES d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 COLUMNAS (m3) = 0.00 VIGAS (m3) = 0.00 LOSA 1 (m3) = 0.00 LOSA 2 (m3) = 0.00 No. BLOQUES LOSA 1 (40x20x15) = 0 No. BLOQUES LOSA 2 (20x20x15) = 0 ESPECIFICACIONES TECNICAS: HORMIGON f'c = 210 Kg/cm2 HIERRO fy = 4200 Kg/cm2 EN FORMA DE VARILLA MILIMETRADA CORRUGADA TRASLAPES MINIMOS SI NO SE INDICAN EN LOS PLANOS = 40 DIAMETROS DE LA VARILLA 2505.80 0 1578.03 249.16 564.02 0 0 0 0 0 0 989.79 0.00 1401.29 300.99 890.02 0.00 0.00 0.00 0.00 0.00 0.00 3582.09 b O b b a g L b a TIPOS DE HIERROS C a b g a b I g a g a G c RESUMEN DE MATERIALES d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 COLUMNAS (m3) = 0.00 VIGAS (m3) = 0.00 LOSA 1 (m3) = 0.00 LOSA 2 (m3) = 0.00 No. BLOQUES LOSA 1 (40x20x15) = 0 No. BLOQUES LOSA 2 (20x20x15) = 0 ESPECIFICACIONES TECNICAS: HORMIGON f'c = 210 Kg/cm2 HIERRO fy = 4200 Kg/cm2 EN FORMA DE VARILLA MILIMETRADA CORRUGADA TRASLAPES MINIMOS SI NO SE INDICAN EN LOS PLANOS = 40 DIAMETROS DE LA VARILLA 2505.80 0 1578.03 249.16 564.02 0 0 0 0 0 0 989.79 0.00 1401.29 300.99 890.02 0.00 0.00 0.00 0.00 0.00 0.00 3582.09

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, base, block, box, chains, DWG, FOUNDATION, foundations, fundament, materials, plan, plinths, structural