Housing, 3 Storeys, Structural Plans DWG Plan for AutoCAD

Housing, 3 Storeys, Structural Plans DWG Plan for AutoCAD

ROUTE OF STRUCTURES FOR 3 FLOORS – FOUNDATIONS – lightened – DETAILS

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

j. avalos, e.i.r.t., up to m., up to m., v.c., floor, floors, section, spacing of stirrups, kind, floor, of columns, graphic, in both extremes., in both extremes., floor, in both extremes., beams foundation, kind, section, spacing stirrups, up and down, in both extremes, shoe, details, kind, height, sole, horizontal rod, in both extremes, vertical rod, v.c., sole, up and down, sole, above, height up to m., compacted with select soil every cm. by, in both extremes, shoe cutting, shoe cutting, compacted with soil sieved every cm. by, sidewalk, store, compacted with soil sieved every cm. by, store, of containment around the perimeter, beams in slabs cms, cyclopean concrete c.h., cyclopean concrete c.h. p.m., f’c columns stairs., fy, shoes, armed, Specifications, cms shoes, cms columns, cms foundation beams, free, f’t, c: h, floor, stairs cms, use brick type ii of holes, rto. in both extremes, rto. in both extremes, rto. in both extremes, goes., v.b., rto. in both extremes, v.t.a., rto. in both extremes, rto. in both extremes, vent duct., warehouse, store, backroom, garden, ss.hh., v.p., v.p., v.p., goes., v.p., cross beam, duct lighting ventilation, stairway duct, vent duct., cross beam, ladder duct lighting ventilation, v.p., goes., v.p., goes., lightened roof, temperature steel, cm of coating, goes., v.c., height up to m., compacted with select soil every cm. by, in both extremes, v.c., overcoming, rooftop, stairway base, lightened floor, location, chanchamayo, flat, February, sheet, date, scale, province, chanchamayo, region, junin, dig. cad, district, apartment, draft, dis, owner:, structure foundation shoes, building license, pablo l. avalos b., location, chanchamayo, flat, February, sheet, date, scale, province, chanchamayo, region, junin, dig. cad, district, apartment, draft, dis, owner:, beams structure, pablo l. avalos b., building license, location, chanchamayo, flat, February, sheet, date, scale, province, chanchamayo, region, junin, dig. cad, district, apartment, draft, dis, owner:, lightened floor structure, building license, pablo l. avalos b.

Raw text data extracted from CAD file:

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Ø 1/4" 1er PISO 2do PISO 0.15 x 0.30 C-3 4 Ø 3/8" 3 @ 0.05, 4 @ 0.10, R @ 0.20; EN AMBOS EXTREMOS. 4 Ø 3/8" Ø 1/4" Ø 1/4" 0.15 x 0.30 0.15 0.30 VC-1 0.25 x 0.25 \LCUADRO DE VIGAS CIMENTACIÓN TIPO Ø SECCIÓN Ø 3/8" Espaciamiento estribos 2 Ø 1/2" ARRIBA 2 Ø 3/8" ABAJO 3@0.05, 4@0.10, R@0.20, EN AMBOS EXTREMOS VC-2 0.25 x 0.25 Ø 3/8" 4 Ø 3/8" A x B \LCUADRO DE ZAPATAS DETALLES TIPO Z-2 Z-1 ALTURA SOLADO 1.50 x 1.60 1.10 x 1.20 0.40 0.10 0.40 0.10 VARILLA HORIZONTAL 6Ø1/2"@.22 3@0.05, 4@0.10, R@0.20, EN AMBOS EXTREMOS VARILLA VERTICAL 7Ø1/2"@.21 5Ø1/2"@.19 6Ø1/2"@.18 Z-3 1.20 x 1.30 0.40 0.10 6Ø1/2"@.18 7Ø1/2"@.17 Z-4 1.30 x 1.40 0.40 0.10 7Ø1/2"@.17 8Ø1/2"@.16 Z-5 1.10 x 1.20 0.40 0.10 5Ø1/2"@.19 6Ø1/2"@.18 Z-6 1.50 x 1.60 0.40 0.10 6Ø1/2"@.22 7Ø1/2"@.21 \LVC-1 \LGRAFICO V.C. SOLADO .25 .10 .25 2 Ø 1/2" ARRIBA 2 Ø 3/8" ABAJO \LVC-2 SOLADO .25 .10 .25 4 Ø 3/8" ARRIBA 5 5 5 N.F.P.= +0.10 5 5 ALTURA HASTA 3.00 m. V.C-1 \A1;Relleno compactado con tierra selecta cada 20 cm. por capas\H1.25x;. 5 8Ø 1/2" @ .16 7Ø 1/2" @ .17 \A1;SOLADO 5 5 Ø 3/8" 3 @ 0.05, 3 @ 0.10,Rt. @ 0.20 EN AMBOS EXTREMOS 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LDETALLE DE ZAPATA Z-4 (1.30 x 1.40) CORTE 3 - 3 5 8Ø 1/2" @ .16 \A1;SOLADO \LDETALLE DE ZAPATA Z-4 (1.50 x 1.60) CORTE 2 - 2 5 5 5 \A1;2\A1;Ø\A1;1/2" + 2\A1;Ø\A1;3/8" \A1;V.C-1 \LCORTE 2 - 2 N.F.P.= +0.10 5 5 5 5 \A1;.10 5 Ø 3/8" @ .20 Ø 1/2" @ .20 \A1;Relleno compactado con tierra cernida cada 20 cm. por capas\H1.25x;. Ø 3/8" @ .20 Ø 1/2" @ .20 V.C-1 VEREDA = +-0.00 TIENDA \LCORTE 1 - 1 N.F.P.= +0.10 5 5 5 5 \A1;.10 5 Ø 3/8" @ .20 Ø 1/2" @ .20 \A1;Relleno compactado con tierra cernida cada 20 cm. por capas\H1.25x;. Ø 3/8" @ .20 Ø 1/2" @ .20 V.C-1 TIENDA 5 \LMURO DE CONTENCIÓN EN TODO EL PERÍMETRO VIGAS EN LOSAS 4.00 cms \LTERRENO \LACERO CONCRETO CICLOPEO C.H. 1:12 CONCRETO CICLOPEO C.H. 1:8 + 25% P.M. F'C 210 kg/cm2 : ZAPATAS, V.C., COLUMNAS V.P., LOSAS, ESCALERAS. f'y 4,200 kg/cm2 \LSOLADO ZAPATAS \LSOBRECIMIENTOS \LCONCRETO ARMADO ESPECIFICACIONES T\LÉ\LCNICAS ZAPATAS 7.50 cms COLUMNAS 4.00 cms VIGAS DE CIMENTACION 5.00 cms \LRECUBRIMIENTOS LIBRES F'T = 1.00 Kg/cm2 C:H = 1:10 e = 4" \LFALSO PISO ESCALERAS 2.50 cms USAR LADRILLO TIPO II DE 18 HUECOS \LALBAÑILERIA C.3 \LV.P. 101 - 201 (0.25 x 0.45) C.3 C.2 C.2 C.2 C.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 1/2" 1 1 2 Ø 5/8" 2 Ø 5/8" 5 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 1 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 2 2 Ø3/8", 3 @ .05, 3 @ .10, Rto. @ .20, En ambos Extremos Ø3/8", 3 @ .05, 3 @ .10, Rto. @ .20, En ambos Extremos \LV.P. 102 - 202 (0.25 x 0.45) 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 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 1 Ø 3/8" 2 Ø 1/2" 1 Ø 3/8" Ø3/8", 3 @ .05, 3 @ .10, Rto. @ .20, En ambos Extremos Ø3/8", 3 @ .05, 3 @ .10, Rto. @ .20, En ambos Extremos 1 1 2 Ø1/2" 5 5 3 Ø1/2" \LCORTE 1 - 1 2 Ø1/2" 5 5 \LCORTE 2 - 2 1 1 2 Ø1/2" 1 Ø3/8" 3 3 2 Ø1/2" 5 5 \LCORTE 3 - 3 4 Ø1/2" 2 Ø 1/2" 5 5 Ø 1/4" 3 @ 0.05 3 @ 0.10 Rto. @ .20 En ambos extremos \LDETALLE V.A. \LDETALLE V.B. 5 5 4 Ø 3/8" Ø 1/4" 3 @ 0.05 3 @ 0.10 Rto. @ .20 En ambos extremos \LDETALLE V.T.A. 5 5 2 Ø 3/8" Ø 1/4" 3 @ 0.05 3 @ 0.10 Rto. @ .20 En ambos extremos \A1;ESC. 1/25 \A1;ESC. 1/25 2.90 5 2.90 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø1/2" 5 5 \LCORTE 1 - 1 2 Ø5/8" 2 Ø5/8" 1 Ø3/4" 2 Ø5/8" 5 5 \LCORTE 2 - 2 2 Ø5/8" \A1;4.60 5 Ø3/8", 3 @ .05, 3 @ .10, Rto. @ .20, En ambos Extremos \A1;4.70 \A1;4.60 5 \A1;4.70 \A1;22.02 \A1;23.69 6Ø1/2"@.22 7Ø1/2"@.21 6Ø1/2"@.22 7Ø1/2"@.21 6Ø1/2"@.18 7Ø1/2"@.17 6Ø1/2"@.22 7Ø1/2"@.21 7Ø1/2"@.17 8Ø1/2"@.16 7Ø1/2"@.17 8Ø1/2"@.16 7Ø1/2"@.17 8Ø1/2"@.16 5Ø1/2"@.19 6Ø1/2"@.18 6Ø1/2"@.22 7Ø1/2"@.21 6Ø1/2"@.22 7Ø1/2"@.21 5Ø1/2"@.19 6Ø1/2"@.18 5Ø1/2"@.19 6Ø1/2"@.18 5Ø1/2"@.19 6Ø1/2"@.18 5Ø1/2"@.19 6Ø1/2"@.18 DUCTO VENT. 5 5 5 5 5 5 6 5 4 3 2 1 7 5 5 5 5 5 5 6 5 4 3 2 1 7 5 5 A B1 B ALMACEN TIENDA TRASTIENDA NPV.= 0.00 JARDÍN NPT.= +0.10 NPT.= +0.10 NPT.= +0.10 NPT.= -0.05 SS.HH. 5 5 5 5 5 5 5 8 6 5 4 3 2 1 7 5 A B 5 5 5 5 5 5 5 8 6 5 4 3 2 1 7 5 5 A B1 B \LALIGERADO 1er.PISO V.P. 102 - (0.25 x 0.45) V.P. 102 - (0.25 x 0.45) V.P. 102 (0.25 x 0.45) V.P. 102 (0.25 x 0.45) V.P.102 (.25x.45) V.P. 101 - (0.25 x 0.45) V.P.101 (.25x.45) V.P. 101 (0.25 x 0.45) V.P. 101 (0.25 x 0.45) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) L7 L6 L5 L4 L3 L2 L1 \A1;1 Ø 3/8" 5 5 \A1;1 Ø 3/8" \A1;1 Ø 3/8" 5 5 \A1;1 Ø 3/8" 5 5 \A1;1 Ø 3/8" \A1;1 Ø 3/8" 5 \A1;1 Ø 3/8" 5 \A1;1 Ø 3/8" \A1;1 Ø 1/2" 5 V.P. 101 - (0.25 x 0.45) \A1;1 Ø 1/2" 5 5 \A1;1 Ø 1/2" 5 5 \A1;1 Ø 1/2" \A1;1 Ø 3/8" 5 5 5 5 \A1;1 Ø 3/8" \A1;V.T. (.10x.20) \A1;V.T.A (0.10 x 0.20) \A1;DOBLE VIGUETA TRANSVERSAL (0.20 x 0.20) \A1;V.T. (.10x.20) 5 5 5 \A1;1 Ø 3/8" \A1;1 Ø 1/2" \A1;2 Ø 3/8" \A1;V.B. (0.20 x 0.20) DUCTO ILUMINACION VENTILACION 5 5 5 5 5 5 6 5 4 3 2 1 7 5 5 5 5 5 5 6 5 4 3 2 1 7 5 A B1 5 5 \A1;1 Ø 3/8" DUCTO DE ESCALERA \A1;V.T.A (0.10 x 0.20) \A1;V.T.A \A1;V.T.A \A1;V.A. ( 0.20x 0.20) DUCTO VENT. L2 L2 \A1;DOBLE VIGUETA TRANSVERSAL (0.20 x 0.20) 5 5 \A1;2 Ø 3/8" \A1;2 Ø 3/8" 5 5 \A1;1.40 \A1;2 Ø 3/8" \A1;1 Ø 3/8" \A1;1 Ø 1/2" \A1;1.00 L7 L6 L2 L2 L5 L8 L9 L10 \A1;2 Ø 3/8" 5 5 \A1;2 Ø 3/8" 5 5 \A1;1 Ø 1/2" \A1;1 Ø 3/8" 5 5 5 5 \A1;1 Ø 3/8" \A1;1Ø3/8" \A1;1Ø3/8" DUCTO DE ESCALERA ILUMINACIÓN Y VENTILACIÓN V.P. 202 (0.25 x 0.45) V.P. 201 (0.25 x 0.45) V.A. (0.35 x 0.20) V.P. 201 (0.25 x 0.45) V.P. 202 (0.25 x 0.45) V.P. 201 (0.25 x 0.45) V.P. 202 (0.25 x 0.45) V.P. 202 (0.25 x 0.45) V.P. 201 (0.25 x 0.45) V.P. 201 (0.25 x 0.45) V.P. 202 (0.25 x 0.45) \A1;V.T.A (0.10 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) V.A. (0.35 x 0.20) \LDETALLE DE TECHO ALIGERADO .05 0.15 0.20 ACERO DE TEMPERATURA ø 1/4" @ 0.25 0.10 0.30 0.30 0.10 1.00 3 cm DE RECUBRIMIENTO \A1;0.10 1 Ø 3/8" 2 Ø 1/2" 1 Ø 3/8" \A1;V.B. (0.20 x 0.20) V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.A. V.C. 01 (0.25x0.25) 5 5 5 N.F.P.= +0.10 5 5 ALTURA HASTA 3.00 m. V.C-1 \A1;Relleno compactado con tierra selecta cada 20 cm. por capas\H1.25x;. 5 5 Ø 3/8" 3 @ 0.05, 3 @ 0.10,Rt. @ 0.20 EN AMBOS EXTREMOS 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 7Ø 1/2" @ .17 V.C. 01 (0.25x0.25) V.C. 01 (0.25x0.25) V.C. 01 (0.25x0.25) V.C. 01 (0.25 x 0.25) V.C. 01 (0.25 x 0.25) V.C. 01 (0.25 x 0.25) V.C. 01 (0.25 x 0.25) 5 5 5 5 \A1;2\A1;Ø\A1;1/2" + 2\A1;Ø\A1;3/8" \A1;V.C-1 SOBRECIMIENTO 0.15 0.25 AZOTEA 0.25 x 0.30 4 Ø 1/2" Ø 1/4" \L1 \L1 \W3.69048; BASE DE \W3.33333; ESCALERA 5 \A1;.15 \LSECCIÓN A - A \A1;.10 5 5 5 5 NPT= +0.10 \LA \LA \LA \LA \LA \LA \A1;ESC. 1/25 \LDETALLE B - B (CIMENTACIÓN CORRIDA) 0.25 0.25 4Ø1/2" 5 5 .25 5 4Ø1/2" \LB \LB \LB \LB \A1;ESC. 1/25 \W4.59524; ALIGERADO \W4.23810; \L 2do. PISO2do. PISO S/C= 240 KG/m2 S/C= 175 KG/m2 \LA2 UBIC.: CHANCHAMAYO PLANO FEBRERO 2,012 1/50 - 1/25 LAMINA FECHA ESCALA PROVINCIA CHANCHAMAYO E-1 REGIÓN JUNIN JUNIN DIG. CAD DISTRITO DPTO : PROYECTO DIS: PROPIETARIO: ESTRUCTURA - CIMENTACIÓN y ZAPATAS LICENCIA DE OBRA (VIVIENDA FAMILIAR) PABLO L. AVALOS B. UBIC.: CHANCHAMAYO PLANO FEBRERO 2,012 1/25 LAMINA FECHA ESCALA PROVINCIA CHANCHAMAYO E-3 REGIÓN JUNIN JUNIN DIG. CAD DISTRITO DPTO : PROYECTO DIS: PROPIETARIO: ESTRUCTURA - VIGAS PABLO L. AVALOS B. \LA2 LICENCIA DE OBRA (VIVIENDA FAMILIAR) \LA2 UBIC.: CHANCHAMAYO PLANO FEBRERO 2,012 1/50 - 1/25 LAMINA FECHA ESCALA PROVINCIA CHANCHAMAYO E-2 REGIÓN JUNIN JUNIN DIG. CAD DISTRITO DPTO : PROYECTO DIS: PROPIETARIO: ESTRUCTURA - ALIGERADO 1er. y 2do. PISO LICENCIA DE OBRA (VIVIENDA FAMILIAR) PABLO L. AVALOS B. 5 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, details, DWG, erdbebensicher strukturen, floors, foundations, Housing, lightened, plan, plans, route, seismic, seismic structures, storeys, structural, structures, strukturen