Plane Structure Of A House DWG Block for AutoCAD

Plane Structure Of A House DWG Block for AutoCAD

With cuts staircase and beams

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

what is the width, what is the type, what is the height, biblio cad, npt, band, He passed, tight, bedroom, Main bedroom, bedroom, garage, bedroom, flat roof, bedroom, roof basement, solid, solid, solid, solid, solid, solid, solid, solid, bars bend, typical lightened detail, cm. in, typical, typical, solid, roof slab high tank, basement, floor, rooftop, floor, column table, Wall, Wall, variable, Wall, elvation wall, variable, Wall, elvation wall, elvation wall, Wall, npt., mesh, npt., ladder foundation, npt., ladder foundation, npt., cut, cut, cut, cut, cut, cut, cut, concrete, steel, to use corrugated bars: astm degree, Technical specifications, concrete, reinforcing steel, reinforced concrete, fy, more large size stone max, concrete cycle, more large size stone max, concrete cycle, more large size stone max, concrete cycle, false foundation, foundations, concrete cycle, overeating, cm., cm., fm, slabs, columns beams, containment elements, coatings, masonry, bracing of the albanileria, settled with mortar, surface in contact with the ground, units of itintec iv albanileria type, retaining walls, beams, concrete, typical, in zone of, slab beam, picture, rest see, do not splicing more than the total area., indicated with the percentage specified, in case of not splicing in the area, overlap splices in columns, increase the splicing length by one, notes, consult the designer., in one section., center of the height of the column., perform the joints in the third, rest see, picture, in zone of, slab beam, rest see, picture, distribution of stirrups, typical column elevation, typical, bxh, bars bend, typical lightened detail, cm. in, roof basement, solid, solid, flat roof, solid, solid, flat roof, solid, solid, flat roof, solid, solid, stairs, section, mesh, mesh, mesh, mesh, flat, November, responsible professional:, Location, scale, sheet, owner, draft, date, drawing, flat, November, responsible professional:, Location, scale, sheet, owner, draft, date, drawing, stairs, section, mesh, mesh, stairs, mesh, mesh, stairs, section, stairs, section, mesh, mesh, mesh, mesh, mesh, stairs, section, mesh, mesh, stairs, section, mesh, mesh, stairs, section, mesh, mesh, stairs, section, mesh, mesh, Wall, ladder background, rest see, picture, column, reinforcement of, every row, rods, detail of amare between columns masonry walls, is born, flat, November, responsible professional:, Location, scale, sheet, owner, draft, date, drawing, flat, November, responsible professional:, Location, scale, sheet, owner, draft, date, drawing, flat, November, responsible professional:, Location, scale, sheet, owner, draft, date, drawing, detail of beams, stairs, section, stairs, section, foundation plan, sheet, design, signature stamp, district of prov. from Lima, with street side tripoli, multi-family building, jiron bolognesi, plants, draft, plane of, scale:, responsible professional, Location:, Mr. ricardo escalante narrea mrs., arq. ricardo escalante narrea cap., owner, date, April, sheet, design, signature stamp, district of prov. from Lima, with corner

Raw text data extracted from CAD file:

5.30 0.75 0.95 13.65 4.35 2.30 5.30 0.75 0.95 4.35 2.30 -647.5940177495701 -647.5940177495701 -647.5940177495701 -647.5940177495701 -647.5940177495701 A D B A B C C E F D E F -647.5940177495701 -647.5940177495701 -647.5940177495701 -647.5940177495701 -647.5940177495701 -647.5940177495701 CUAL ES EL ANCHO CUAL ES EL TIPO 0.975 CUAL ES EL ALTO 12 11 10 8 9 BIBLIO CAD 0.15 NPT \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.145 \A1;0.13 \A1;1.00 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.25 \A1;0.95 \A1;0.35 \A1;1.00 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.25 \A1;0.95 \A1;0.25 \A1;0.95 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.145 \A1;0.13 \A1;0.45 \A1;0.20 C-1 63.32225382273657 63.32225382273657 63.32225382273657 63.32225382273657 63.32225382273657 63.32225382273657 63.32225382273657 14d3/4" 3/8"@20 63.32225382273657 63.32225382273657 14d5/8" 3/8"@20 63.32225382273657 63.32225382273657 8d3/4"+6d5/8" 3/8"@20 6d5/8" 14d3/4" 3/8"@20 63.32225382273657 63.32225382273657 14d5/8" 3/8"@20 63.32225382273657 63.32225382273657 6d5/8" 63.32225382273657 14d3/4" 3/8"@20 63.32225382273657 63.32225382273657 63.32225382273657 14d5/8" 3/8"@20 63.32225382273657 63.32225382273657 63.32225382273657 8d3/4"+6d5/8" 3/8"@20 8d3/4"+6d5/8" 3/8"@20 6d5/8" 63.32225382273657 63.32225382273657 4d3/4"+4d5/8" 3/8"@20 63.32225382273657 63.32225382273657 8d3/4" 3/8"@20 63.32225382273657 63.32225382273657 12d3/4" 3/8"@20 8d3/4" ZUNCHO d3/8" paso @7.5cm. 63.32225382273657 63.32225382273657 63.32225382273657 63.32225382273657 A1 B1 D1 E1 F1 A2 B2 D2 E2 A3 B3 D3 E3 C-2 C-3 C-4 C-5 A1 B1 D1 E1 F1 A1 B1 D1 E1 F1 A2 B2 D2 E2 F1 A2 B2 D2 E2 F1 A3 B3 D3 E3 F1 A3 B3 D3 E3 F1 A1 B1 D1 E1 F1 63.32225382273657 63.32225382273657 6d5/8" 3/8"@20 TIRANTE T-1 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.45 \A1;0.30 \A1;0.45 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.30 \A1;0.45 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.78 \A1;0.30 \A1;0.35 \A1;0.25 \A1;0.45 \A1;0.25 \A1;0.45 \A1;0.25 \A1;0.45 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.46 \A1;0.45 \A1;0.25 \A1;0.30 \A1;0.37 \A1;0.31 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.37 \A1;0.31 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.70 \A1;0.25 \A1;0.70 \A1;0.25 \A1;2.80 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.25 \A1;2.80 \A1;0.25 \A1;4.65 \A1;1.95 \A1;1.95 \A1;1.95 \A1;1.95 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.25 \A1;VARIABLE \A1;0.25 \A1;1.09 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.25 \A1;VARIABLE \A1;0.25 \A1;2.00 \A1;2.00 \A1;7.79 \A1;4.00 \A1;3.29 \A1;1.06 \A1;1.50 \A1;1.50 \A1;0.80 \A1;0.70 \A1;1.20 \A1;0.25 \A1;2.00 \A1;4.49 \A1;3.45 \A1;1.65 \A1;3.59 \A1;3.89 \A1;2.24 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.20 \A1;1.20 \A1;.80 \A1;.80 \A1;.60 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.60 \A1;.80 \A1;.80 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.90 \A1;.60 \A1;.60 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 Dormitorio 2 Dormitorio Principal Dormitorio 1 SH Garaje Dormitorio 1 SH Cocina-Lavanderia TECHO 1er PISO TECHO 2do PISO TECHO 3er PISO Cocina-Lavanderia Dormitorio 1 SH TECHO SOTANO -1016.06939483949 -1016.06939483949 V-1 VCH-2 VCH-1 VCH-1 VCH-1 -1016.06939483949 -1016.06939483949 -1016.06939483949 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" -1016.06939483949 -1016.06939483949 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" -1016.06939483949 -1016.06939483949 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 \A1; 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e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) V-1 V-1 V-1 V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-1 VCH-1 VCH-1 VCH-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 M-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-2 V-1 V-2 V-2 V-2 VCH-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 VCH-2 VCH-2 VCH-2 V-1 V-1 V-1 V-1 V-1 V-1 V-2 VCH-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 VCH-3 V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-1 V-1 VCH-1 VCH-2 VCH-2 d 6mm@25 (Usar barras rectas, doblan 15 DETALLE TIPICO DE ALIGERADO cm. en extremos) -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 -1016.06939483949 C-1 C-1' C-2 C-2 C-2' C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-7 C-1 C-1' C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-7 C-1 C-1' C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-1 C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-8 C-8 C-9 C-8' C-8 C-8 C-9 C-8 C-8 C-9 C-10 C-11 C-12 C-11 C-11 C-11 C-13 C-14 VCH-1 VCH-1 C-14' M-1 M-1 M-1 M-2 M-3 \A1;.70 \A1;.35 1.40 0.50 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.80 \A1;0.70 \A1;0.80 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.80 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.80 \A1;0.70 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.80 \A1;0.40 \A1;0.15 \A1;0.30 TIPICO \A1;0.08 \A1;0.30 TIPICO \A1;BxH (VER PLANTA) \A1;(VER PLANTA) \A1;0.10 \A1;0.70 \A1;0.25 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.30 3.45 1.65 3.59 \A1;3.89 2.24 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.80 2.81 \A1;.40 \A1;.40 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.20 \A1;1.20 \A1;.80 \A1;.80 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.60 \A1;.80 \A1;.60 \A1;0.10 \A1;0.60 \A1;0.80 \A1;1.40 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.80 \A1;1.00 \A1;1.50 \A1;0.70 1.79 \A1;0.10 \A1;0.60 \A1;0.80 \A1;1.00 \A1;0.20 \A1;0.175 \A1;0.17 \A1;0.17 4.35 4.20 3.90 1.80 2.08 4.09 4.50 4.35 4.20 3.90 1.80 2.08 4.09 4.50 4.35 4.20 3.90 1.80 2.08 4.35 4.20 3.90 1.80 2.08 3.04 1.50 1.49 0.95 3.27 3.05 3.59 3.90 3.04 3.44 3.55 3.55 1.63 1.65 3.07 1.33 1.30 1.34 3.59 3.89 3.04 3.43 3.55 3.64 4.85 2.90 4.04 3.55 1.64 1.92 3.05 3.59 3.94 1.60 3.44 3.55 3.63 4.38 3.37 4.04 3.55 1.64 1.65 3.05 0.80 1.70 1.33 1.65 4.35 4.20 3.90 1.80 2.08 4.09 4.50 3.05 1.65 1.64 3.55 4.04 3.63 3.55 1.49 1.50 3.04 3.59 3.89 4.85 2.90 \A1;0.20 \A1;0.20 \A1;0.17 \A1;0.17 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.17 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.25 \A1;0.25 \A1;1.58 \A1;.40 \A1;COLUMNA \A1;.40 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) VCH-1 VCH-1 VCH-1 VCH-1 TECHO LOSA TANQUE ELEVADO C-5 5 5 6d5/8" 3/8"@20 5 5 6d5/8" 3/8"@20 5 5 6d5/8" 3/8"@20 SOTANO 1er. PISO 2do. PISO 3er. PISO AZOTEA C-1 C-1 C-1 C-1 PISO C-1' C-2 C-3 5 5 6d5/8" 3/8"@20 C-1 C-1' C-1' C-1' 5 5 6d5/8" 3/8"@20 C-6 C-2 C-2 C-2 C-2 C-2' 5 5 6d5/8" 3/8"@20 C-3' C-3 C-3 C-3 C-3 C-3' C-3' C-3' C-3' C-3' 5 5 4d5/8" 3/8"@20 C-4 C-4 C-4 C-4 C-4 C-4 5 5 8d5/8" 3/8"@20 C-5 C-5 C-5 C-5 C-5 C-6 C-6 C-6 C-6 5 5 6d1/2" 3/8"@20 C-7 C-7 C-7 C-3' C-4 C-5 5 5 6d1/2" 3/8"@20 C-2' C-8 C-8 C-8 5 5 6d5/8" 3/8"@20 C-8 5 5 6d1/2" 3/8"@20 C-8' C-8' 5 5 6d5/8" 3/8"@20 C-9 C-9 C-9 C-9 5 5 4d1/2" 3/8"@20 C-10 C-10 5 5 5 5 4d1/2"+2d5/8" 2d5/8" C-11 C-11 C-11 0.30 5 5 5 3/8"@20 6d1/2" 3/8"@20 C-12 C-12 5 5 4d1/2" 3/8"@20 C-14 0.30 5 5 5 6d1/2" 3/8"@20 C-13 C-13 C-14 CUADRO DE COLUMNAS C-14 5 5 4d1/2" 3/8"@20 C-14' C-14' 5 5 5 N.P.T.=-5.60 N.F.C.=-7.10 5 5 d3/8" @.20 d3/8" @.20 5 MURO 1 N.P.T.=-2.80 5 5 5 N.P.T.=-2.80 N.F.C.=-4.10 5 5 d3/8" @.20 d3/8" @.20 5 MURO 2 N.P.T.=-2.80 5 5 5 5 5 5 5 5 N.P.T.=-5.60 N.F.C.=-7.10 5 VARIABLE d3/8" @.20 d3/8" @.20 5 MURO 3 ELVACION MURO 3 N.F.C.=-7.10 5 5 5 5 N.P.T.=-2.80 N.F.C.=-4.10 5 VARIABLE d3/8" @.20 d3/8" @.20 5 MURO 4 N.P.T.=-2.80 ELVACION MURO 4 5 5 5 5 5 5 N.F.C.=-4.10 5 N.P.T.=-2.80 N.P.T.=-5.60 5 5 5 5 N.P.T.=0.00 N.F.C.=-2.00 5 5 ELVACION MURO 5 MURO 5 N.F.C.=-2.00 N.P.T.=0.00 5 NPT. -5.60MT 01 01 02 M-3 M-3 M-3 C-1 C-1' C-2 C-2 C-2' C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-7 h=0.80m N.F.Z.=-7.10 Z-1 Malla d1/2"@0.175m (Abajo) N.F.C.=-7.10 N.F.Z.=-7.10 N.F.Z.=-7.10 N.F.C.=-7.10 N.F.C.=-7.10 N.F.Z.=-7.10 5 5 5 01 02 03 M-2 M-2' M-2 M-4 NPT. -2.80MT M-1 M-1 M-1 M-4 C-8 C-8 C-9 C-8' N.F.Z.=-4.10 N.F.Z.=-4.10 N.F.Z.=-4.10 h=0.80m N.F.Z.=-4.10 CIMIENTO ESCALERA N.F.C.=-4.10 C-10 M-2 C-10 M-5 M-3 M-3 M-3 NPT. 0.00MT M-5 h=0.80m N.F.Z.=-2.00 CIMIENTO ESCALERA N.F.C.=-2.00 N.F.C.=-2.00 N.F.C.=-2.00 N.F.C.=-2.00 N.F.C.=-2.00 C-11 C-12 C-11 NPT. -5.60MT 5 1 2 1 3 3 3 3 3 2 N.P.T.=-5.60 5 5 CORTE 1 N.P.T.=-5.60 5 5 CORTE 2 N.P.T.=-5.60 5 5 CORTE 3 4 4 4 5 5 N.P.T.=-2.80 5 5 CORTE 4 5 5 5 N.P.T.=0.00 5 5 CORTE 5 5 6 N.P.T.=0.00 5 5 CORTE 6 5 5 5 7 N.P.T.=0.00 5 5 CORTE 7 5 5 1.- CONCRETO : 2.- ACERO : _ Usar barras corrugadas: Grado 60 ASTM A615 ESPECIFICACIONES TECNICAS CONCRETO :f`c= 210 Kg/cm2 ACERO DE REFUERZO CONCRETO ARMADO :fy = 4,200 Kg/cm2 MAS 30% DE PIEDRA GRANDE DE TAMAÑO MAX 6" CONCRETO CICLOPEO 1:10 (CEMENTO-HORMIGON) MAS 25% DE PIEDRA GRANDE DE TAMAÑO MAX 3" CONCRETO CICLOPEO 1:10 (CEMENTO-HORMIGON) MAS 30% DE PIEDRA GRANDE DE TAMAÑO MAX 6" CONCRETO CICLOPEO 1:8 (CEMENTO-HORMIGON) FALSA CIMENTACION : CIMIENTOS CORRIDOS CONCRETO CICLOPEO SOBRECIMIENTOS : : 2.5 cm. 4.0 cm. 2.5 cm. fy = 4200 Kg/cm2 7.5 cm. f'm = 45 Kg/cm2 _ Losas y escaleras _ Columnas y Vigas peraltadas _ Elementos de confinamiento 4.- RECUBRIMIENTOS : 3.- ALBANILERIA : y/o arriostre de la albanileria Asentados con mortero cemento:arena, 1:4 _ Superficie en contacto con el terreno - Unidades de Albanileria tipo ITINTEC IV (ZAPATAS, MUROS DE CONTENCION (COLUMNAS, PLACAS, VIGAS y LOSAS) CONCRETO :f`c= 210 Kg/cm2 <> TIPICO s @10, En zona de viga ó losa cuadro 5@10, 1@15, Resto ver s: 1@5, - NO EMPALMAR MAS DE 50% DEL AREA TOTAL. INDICADA O CON EL PORCENTAJE ESPECIFICADO - EN CASO DE NO EMPALMARSE EN LA ZONA EMPALMES POR TRASLAPE EN COLUMNAS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% H/3 H/3 H/3 L L(cm) NOTAS : O CONSULTAR AL PROYECTISTA. EN UNA SECCION. CENTRAL DE LA ALTURA DE LA COLUMNA. - REALIZAR LOS EMPALMES EN EL TERCIO d 3/4" 5/8" 1/2" 3/8" 70 60 50 40 s: 1@5, 5@10, 1@15, Resto ver cuadro s @10, En zona de viga ó losa s: 1@5, Resto ver 5@10, 1@15, cuadro Y DISTRIBUCION DE ESTRIBOS ELEVACION TIPICA DE COLUMNAS 5 <> TIPICO BxH (VER PLANTA) (VER PLANTA) 5 5 1" 80 5 VCH-1 s d6mm:1@5,3@10, r@25 en c/ext. 4d1/2" 5 VCH-3 s d3/8":1@5,3@10, r@25 en c/ext. 8d5/8" 5 s d6mm:1@5, r@15 en c/ext. 4d3/8" 5 5 5 VCH-2 2d1/2" 5 V-1(25x40) 5 2d1/2" 1d3/8" 1d3/8" s d3/8":1@5,8@10 r@25 en c/ext. 2d1/2" 5 V-2(25x40) 5 2d1/2" 1d5/8" 1d5/8" s d3/8":1@5,8@10 r@25 en c/ext. d 6mm@25 (Usar barras rectas, doblan 15 DETALLE TIPICO DE ALIGERADO cm. en extremos) 0.10 0.30 0.10 0.05 5 5 SH TECHO SOTANO 5 5 V-1 5 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 5 5 5 5 5 5 5 5 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) V-1 V-1 V-1 V-2 V-1 V-1 V-1 V-1 V-1 V-2 V-1 VCH-1 VCH-1 VCH-2 V-1 V-1 V-1 C-1 C-1' C-2 C-2 C-2' C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-7 M-1 M-1 M-1 2.81 SH TECHO 1er PISO VCH-2 VCH-1 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 5 5 5 5 5 5 5 5 5 \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d1/2" 5 5 \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) V-1 V-1 V-1 V-1 V-1 V-1 M-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-1 V-2 VCH-1 VCH-2 C-1 C-1' C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-7 C-8 C-8 C-9 C-8' M-2 M-3 C-10 M-2 TECHO 2do PISO VCH-1 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d1/2" \A1;1d1/2" \A1;1d1/2" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 \A1;1d1/2" \A1;1d1/2" \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" 5 5 5 5 5 5 5 5 5 \A1;1d1/2" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 \A1;1d3/8" 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) V-1 V-2 V-2 V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 VCH-2 VCH-2 V-1 V-1 V-1 V-1 V-1 V-1 V-2 VCH-1 V-1 C-1 C-1' C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-8 C-8 C-9 C-10 C-11 C-12 C-11 SH TECHO 3er PISO VCH-1 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" \A1;1d1/2" \A1;1d1/2" \A1;1d3/8" 5 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 \A1;1d3/8" 5 \A1;1d3/8" 5 5 \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" 5 \A1; e=20cm. \A1;losa maciza \A1;malla 3/8"@20 \A1;(arriba y abajo) V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 VCH-3 V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-1 V-1 VCH-1 VCH-2 VCH-2 C-1 C-2 C-2 C-2 C-3 C-2 C-3' C-3 C-4 C-5 C-6 C-8 C-8 C-9 C-11 C-11 C-13 C-14 VCH-1 VCH-1 C-14' ESCALERA 1 3ER TRAMO (S/C=400 Kg/m2) 5 5 5 \A1;-1.50 5 d3/8"@0.20 malla d3/8"@0.20 d3/8"@0.20 malla 5 d3/8"@0.20 malla d3/8"@0.20 malla d3/8"@0.20 PLANO : NOVIEMBRE 2012 PROFESIONAL RESPONSABLE: UBICACION : E-1 1/50 ESCALA : LAMINA PROPIETARIO : PROYECTO : FECHA : DIBUJO : PLANO : NOVIEMBRE 2012 PROFESIONAL RESPONSABLE: UBICACION : E-2 1/50 ESCALA : LAMINA PROPIETARIO : PROYECTO : FECHA : DIBUJO : ESCALERA 3 2DO TRAMO (S/C=400 Kg/m2) 5 5 5 \A1;-1.50 5 d3/8"@0.20 malla d3/8"@0.20 d3/8"@0.20 malla 5 5 ESCALERA 2 (S/C=400 Kg/m2) M1 5 5 5 5 \A1;-1.50 5 d3/8"@0.20 malla d3/8"@0.20 d3/8"@0.20 malla ESCALERA 3 1ER TRAMO (S/C=400 Kg/m2) ESCALERA 3 3ER TRAMO (S/C=400 Kg/m2) 5 d3/8"@0.20 malla d3/8"@0.20 malla d3/8"@0.20 0.175 5 5 1 2 3 A A B B D D C C 1 2 3 A A B B D D C C 1 2 3 A A B B D D C C 1 2 3 A A B B D D C C 1 2 3 A A B B D D C C E E F F 5 5 5 5 5 5 5 1 2 3 A A B B D D C C E E F F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E E 2 2 B B C 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 1 2 3 A A B B D D C C 1 2 3 A A B B D D C C E E F F 5 5 5 5 5 5 5 Malla d1/2"@0.175m (Abajo) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@0.20 malla d3/8"@0.20 malla ESCALERA 1 2DO TRAMO (S/C=400 Kg/m2) d3/8"@0.20 malla d3/8"@0.20 malla 5 ESCALERA 3 4to TRAMO (S/C=400 Kg/m2) d3/8"@0.20 malla d3/8"@0.20 malla d3/8"@0.20 5 5 5 5 ESCALERA 3 2DO TRAMO (S/C=400 Kg/m2) d3/8"@0.20 malla d3/8"@0.20 malla ESCALERA 3 5to TRAMO (S/C=400 Kg/m2) 5 d3/8"@0.20 malla d3/8"@0.20 malla d3/8"@0.20 5 5 5 5 5 N.P.T.=-2.80 N.F.C.=-4.10 5 d3/8" @.20 d3/8" @.20 5 MURO 2' 5 FONDO ESCALERA 2 d1/2"@0.20m d1/2"@0.20m d1/2"@0.20m d1/2"@0.20m d1/2"@0.20m d1/2"@0.20m d3/8" @.20 d3/8" @.20 s: 1@5, Resto ver 5@10, 1@15, cuadro 5 COLUMNA 5 REFUERZO DE d1/4" CADA 3 HILERAS VARILLAS DE DETALLE DE AMARE ENTRE COLUMNAS Y MUROS DE ALBAÑILERIA \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" Nace C-14' Nace C-14 PLANO : NOVIEMBRE 2012 PROFESIONAL RESPONSABLE: UBICACION : E-5 1/25 ESCALA : LAMINA PROPIETARIO : PROYECTO : FECHA : DIBUJO : PLANO : NOVIEMBRE 2012 PROFESIONAL RESPONSABLE: UBICACION : E-4 1/25 ESCALA : LAMINA PROPIETARIO : PROYECTO : FECHA : DIBUJO : PLANO : NOVIEMBRE 2012 PROFESIONAL RESPONSABLE: UBICACION : E-3 1/25 ESCALA : LAMINA PROPIETARIO : PROYECTO : FECHA : DIBUJO : DETALLE DE VIGAS ESCALERA 1 2DO TRAMO (S/C=400 Kg/m2) ESCALERA 2 1ER TRAMO (S/C=400 Kg/m2) PLANO CIMENTACION \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" \A1;1d3/8" A-02 LAMINA : DISEÑO : SELLO Y FIRMA : DISTRITO DE MIRAFLORES, PROV. DE LIMA CON ESQUINA CALLE TRIPOLI EDIFICIO MULTIFAMILIAR JIRON BOLOGNESI Nº710 PLANTAS PROYECTO : PLANO DE : ESCALA: PROFESIONAL RESPONSABLE : UBICACION: 1/75 borisjos@hotmail.com SR. RICARDO ESCALANTE NARREA Y SRA. 02 DE 05 Arq. RICARDO ESCALANTE NARREA CAP. 4446 PROPIETARIO : FECHA : ABRIL 2011 A-01 LAMINA : DISEÑO : SELLO Y FIRMA : DISTRITO DE MIRAFLORES, PROV. DE LIMA CON ESQUINA CALLE TRIPOLI EDIFICIO MULTIFAMILIAR JIRON BOLOGNESI Nº710 PLANTAS PROYECTO : PLANO DE : ESCALA: PROFESIONAL RESPONSABLE : UBICACION: 1/75 borisjos@hotmail.com SR. RICARDO ESCALANTE NARREA Y SRA. 01 DE 05 Arq. RICARDO ESCALANTE NARREA CAP. 4446 PROPIETARIO : FECHA : ABRIL 2011 A-03 LAMINA : DISEÑO : SELLO Y FIRMA : DISTRITO DE MIRAFLORES, PROV. DE LIMA CON ESQUINA CALLE TRIPOLI EDIFICIO MULTIFAMILIAR JIRON BOLOGNESI Nº710 PLANTAS PROYECTO : PLANO DE : ESCALA: PROFESIONAL RESPONSABLE : UBICACION: 1/75 borisjos@hotmail.com SR. RICARDO ESCALANTE NARREA Y SRA. 03 DE 05 Arq. RICARDO ESCALANTE NARREA CAP. 4446 PROPIETARIO : FECHA : ABRIL 2011 A-01 LAMINA : DISEÑO : SELLO Y FIRMA : DISTRITO DE MIRAFLORES, PROV. DE LIMA CON ESQUINA CALLE TRIPOLI EDIFICIO MULTIFAMILIAR JIRON BOLOGNESI Nº710 PLANTAS PROYECTO : PLANO DE : ESCALA: PROFESIONAL RESPONSABLE : UBICACION: 1/75 borisjos@hotmail.com SR. RICARDO ESCALANTE NARREA Y SRA. 01 DE 05 Arq. RICARDO ESCALANTE NARREA CAP. 4446 PROPIETARIO : FECHA : ABRIL 2011

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garage
Tags	autocad, beams, block, cuts, DWG, erdbebensicher strukturen, house, plane, seismic structures, staircase, structure, strukturen