Structural Three-Story House DWG Block for AutoCAD

Three-story single-family housing with architectural and structural file

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

Architectural drawing professionals, tel. cel., biblio cad, garage, living room, dinning room, kitchen, clothes, courtyard, bath, bedroom, antebellum, hall, gate, platform, green area, road, floor, living room, kitchen, clothes, dinning room, tv, bedroom, hall, balcony, clothes, bedroom, hall, hall, kitchen, floor, bedroom, living room, dinning room, dinning room, living room, Street, kitchen, corrected, garage, living room, dinning room, kitchen, clothes, courtyard, bath, bedroom, antebellum, hall, gate, platform, green area, road, floor, living room, kitchen, clothes, dinning room, tv, bedroom, hall, balcony, clothes, bedroom, hall, hall, kitchen, floor, bedroom, living room, dinning room, dinning room, living room, Street, kitchen, welded wire mesh, horizontal drilling rig, steel for retraction control, grafil of m.m. grade, do not., all along the joist, do not., expanded polystyrene sheet, handle mortar, foundation beam, wall as a non-structural element, mezzanine board, mooring beams, lightweight plate slab, meters, meters., cutting board m., contains:, cimentacion plant, fernando sabogal mesa civil engineer u.n., floor of the second floor, contains:, cimentacion plant, floor of the second floor, clothes, bedroom, hall, hall, kitchen, floor, living room, dinning room, dinning room, living room, kitchen, cimentacion plant, second floor, third floor plant, beam, overhead lighting, beam, beam, beam, edge joist, joist, do not., do not., do not., do not., do not., do not., do not., do not., do not., staircase, each, each, plate thickness meters, joist, metaldeck caliber, concrete plate mts., welded mesh of mm., upper mooring girder plant, detail of deck plate on deck, do not., mts, shoe, shoe, mts, shoe, shoe, shoe, shoe, shoe, shoe, column, contains:, cimentacion plant, d.e.s., wind pressure, floor of the second floor, overhead lighting, beam, edge joist, structural roofing plant, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, foundation beam, foundation beam, stirrup no., are unid., cut, foundation beam, foundation beam, stirrup no., are unid., cut, foundation beam, stirrup no., are unid., cut, stirrup no., are unid., cut, second floor beam between, second floor beam between, stirrup no., are unid., cut, second floor beam between, stirrup no., are unid., cut, second floor beam between, stirrup no., are unid., cut, second floor beam between, stirrup no., are unid., cut, stirrup no., are unid., cut, second floor beam between, second floor beam between, stirrup no., are unid., cut, second floor beam between, stirrup no., are unid., cut, second floor beam between, stirrup no., are unid., cut, second floor beam between, second floor beam between, stirrup no., are unid., cut, beam s, stirrup no., are unid., cut, third floor beam between, stirrup no., are unid., cut, third floor beam between

Raw text data extracted from CAD file:

A C L 01 PROFESIONALES EN DIBUJO ARQUITECTONICO TEL. 6623127 - 6714951 CEL. 315 7914480 E-MAIL : TRAZARTES@hotmail.com A BIBLIO CAD N ± 0,00 N 9,00 15,00 3,00 12,00 ,15 2,73 ,12 4,00 ,12 1,73 ,15 ,15 1,20 ,12 4,03 ,12 1,76 ,12 4,50 ,75 1,98 ,12 1,32 1,53 1,73 2,00 ,28 3,00 ,15 5,61 ,12 6,00 ,12 2,73 ,40 3,00 ,12 2,96 ,44 ,29 ,47 ,90 ,30 2,58 ,90 1,68 ,30 2,73 3,00 ,12 2,73 1,00 2,62 ,80 2,04 ,15 2,73 ,12 ,12 2,73 ,15 1,93 ,67 1,41 1,92 ,89 1,20 1,32 ,78 ,75 ,80 1,12 ,80 ,12 1,11 4,50 ,93 ,80 3,12 1,92 2,88 3,24 ,90 1,98 4,50 4,50 3,23 4,04 4,73 1,88 2,00 1,50 9,00 ,30 ,30 ,30 ,45 ,29 ,47 ,47 ,47 ,30 ,30 ,30 ,30 ,45 ,90 ,08 ,90 ,60 1,66 ,45 1,70 1,96 ,12 2,31 ,15 ,14 4,92 ,12 4,92 ,12 ,21 2,29 ,12 1,73 ,12 1,96 2,00 ,38 9,00 ,89 1,12 1,00 ,12 ,80 1,85 ,80 1,04 3,13 ,88 ,12 ,30 ,30 ,30 ,30 ,45 ,29 ,47 ,47 ,47 ,30 ,30 ,30 ,30 ,45 ,90 ,08 ,90 3,00 ,90 ,64 4,50 ,68 1,00 1,20 ,91 2,72 ,55 ,30 ,30 ,30 ,30 ,20 2,31 3,06 2,46 ,12 1,00 1,12 ,82 ,12 3,01 ,13 3,71 ,12 3,51 ,12 2,35 2,73 2,94 ,90 ,12 3,16 ,12 2,36 3,24 6,80 ,12 ,55 2,61 ,30 1,84 ,80 ,12 1,47 ,80 ,50 ,12 ,80 ,30 3,48 2,79 ,12 2,27 ,12 3,40 1,87 2,27 3,16 ,80 ,90 ,80 ,90 2,73 2,04 ,80 1,14 1,96 ,57 2,00 ,49 1,22 2,08 2,00 ,65 ,12 3,16 ,12 2,64 ,12 3,00 1,20 1,20 2,88 1,77 1,35 ,12 2,88 1,20 2,12 2,45 ,67 ,21 2,29 ,12 2,00 ,38 3,08 1,38 1,32 1,53 2,82 9,00 15,00 3,00 12,00 ,15 2,73 ,12 4,00 ,12 1,73 ,15 ,15 1,20 ,12 4,03 ,12 1,76 ,12 4,50 ,75 1,98 ,12 1,32 1,53 1,73 2,00 ,28 3,00 ,15 5,61 ,12 6,00 ,12 2,73 ,40 3,00 ,12 2,96 ,44 ,29 ,47 ,90 ,30 2,58 2,45 ,67 ,90 1,68 ,30 3,00 ,12 2,73 1,00 2,62 ,80 2,04 ,15 2,73 ,12 ,12 2,73 ,15 ,67 1,41 1,92 ,89 1,20 1,32 ,78 ,75 ,80 1,12 ,80 ,12 1,11 4,50 ,93 ,80 3,12 1,92 2,88 3,24 ,90 1,98 4,50 4,50 3,23 4,04 4,73 1,88 2,00 1,50 9,00 ,30 ,30 ,30 ,45 ,29 ,47 ,47 ,47 ,30 ,30 ,30 ,30 ,45 ,90 ,08 ,90 ,60 1,66 ,45 1,70 1,96 ,12 2,31 ,15 ,14 4,92 ,12 4,92 ,12 ,21 2,29 ,12 1,73 ,12 1,96 2,00 ,38 9,00 ,89 1,12 1,00 ,12 ,80 ,80 1,04 3,13 ,88 ,12 ,30 ,30 ,30 ,30 ,45 ,29 ,47 ,47 ,47 ,30 ,30 ,30 ,30 ,45 ,90 ,08 ,90 3,00 ,90 ,64 4,50 ,68 1,00 1,20 ,91 2,72 ,55 ,30 ,30 ,30 ,30 ,20 2,31 3,06 2,46 ,12 1,00 1,12 ,82 ,12 3,01 ,13 3,71 ,12 3,51 ,12 2,35 2,73 2,94 ,90 ,12 3,16 ,12 2,36 3,24 6,80 ,12 ,55 2,61 ,30 1,84 ,80 ,12 1,47 ,80 ,50 ,12 ,80 ,30 3,48 2,79 ,12 2,27 ,12 3,40 1,87 2,27 3,16 ,80 ,90 ,80 ,90 2,73 2,04 ,80 1,14 1,96 ,57 2,00 ,49 1,22 2,08 2,00 ,65 ,12 3,16 ,12 2,64 ,12 3,00 1,20 1,20 2,88 1,77 1,35 ,12 2,88 2,12 2,82 2,73 1,93 ,21 2,29 ,12 2,00 ,38 1,85 3,08 1,38 1,32 1,53 1,20 .10 .10 0.10 .20 .20 .12 .10 .10 2.85 0.9 0.6 1.6 0.9 1.85 2.85 0.9 0.6 1.6 0.9 1.85 2.84 0.9 0.6 1.6 0.9 1.85 2.46 3.86 2.18 2.81 1.2 2.85 0.9 0.6 1.6 0.9 1.85 2.85 0.9 0.6 1.6 0.9 1.85 2.85 0.9 0.6 1.6 0.9 2.85 0.9 0.6 1.6 0.9 1.85 2.85 0.9 0.6 1.6 0.9 1.85 ,21 2,29 ,12 1,66 ,45 1,70 2,00 ,38 1,96 ,12 2,31 ,15 ,14 4,92 ,12 4,92 ,12 ,21 2,29 ,12 1,73 ,12 1,96 2,00 ,38 9,00 ,89 1,12 1,00 ,12 ,80 1,85 ,80 1,04 3,13 ,88 ,12 ,30 ,30 ,30 ,30 ,45 ,29 ,47 ,47 ,47 ,30 ,30 ,30 ,30 ,45 ,90 ,08 ,90 ,20 2,31 3,06 2,46 ,12 1,00 1,12 ,82 ,12 3,01 ,13 3,71 ,12 3,51 ,12 2,35 2,73 2,94 ,90 1.85 1.22 0.7 3.86 2.7 2.29 1.2 1.22 0.7 0.7 3.86 2.7 2.29 1.2 1.22 2.45 0.7 3.86 2.18 2.81 1.2 1.22 2.45 0.7 3.86 2.18 2.81 1.2 1.22 2.45 0.7 3.86 2.7 2.29 1.2 1.22 2.45 0.7 3.86 2.7 2.29 1.2 1.22 2.45 0.7 3.86 2.7 2.29 1.2 1.22 0.3 4.05 0.3 4.05 0.3 0.3 2.7 0.3 3.56 0.3 1.88 0.3 2.36 0.3 0.4 3.9 0.4 3.9 0.4 0.3 2.4 0.3 4 0.3 1.4 0.3 0.3 3.31 0.3 2.1 0.3 2.4 0.3 0.3 2.4 0.3 4 0.3 1.4 0.3 0.3 2.7 0.45 3.34 0.45 4.31 0.45 0.45 3.34 0.45 4.31 0.45 1.2 0.3 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.45 0.3 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.45 0.3 0.3 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.31 0.3 2.09 0.3 0.65 0.1 0.5 0.1 0.5 0.1 0.45 0.3 0.3 1.73 0.1 1.73 0.3 2.4 0.3 1.84 0.3 1.05 0.15 0.4 3.88 0.45 3.88 0.4 0.45 3.34 0.45 4.31 0.45 1.2 0.4 3.88 0.45 3.88 0.4 0.45 3.34 0.45 4.31 0.45 1.2 0.45 3.34 0.45 4.31 0.45 1.2 0.3 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.55 0.1 0.6 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.45 0.3 0.3 1.73 0.1 1.73 0.3 2.4 0.3 1.84 0.3 1.05 0.15 0.3 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.5 0.1 0.3 0.3 2.1 0.3 0.65 0.1 0.5 0.1 0.5 0.1 0.45 0.3 0.1 0.45 0.3 3.56 0.3 1.88 0.3 2.36 0.3 2.27 0.15 0.3 4.05 0.3 4.05 0.3 0.3 2.58 1.47 0.3 1.47 2.58 0.3 0.55 3.79 0.4 4.36 0.4 2.47 0.3 4.05 0.3 4.05 0.3 0.7 2.5 0.35 2.5 0.35 0.74 0.3 0.65 0.35 2.5 0.35 0.71 0.7 2.5 0.35 3.25 0.35 0.74 0.3 0.65 0.35 2.5 0.35 0.71 0.7 2.5 0.35 2.94 0.35 0.74 0.3 0.65 0.35 2.5 0.35 0.71 \A1;.30 \A1;.30 \A1;.18 .20 \A1;0.15 0.3 0.65 0.35 2.5 0.35 0.45 0.4 0.45 0.4 0.45 0.4 2.4 1.1 1 2 1.8 1.6 1.5 1.3 1.6 0.8 1.8 0.9 1.5 0.7 2.8 1.3 1.6 0.8 0.35 2.4 1.1 0.5 0.3 0.5 0.3 0.35 1.8 0.55 0.3 0.35 1.6 0.3 0.35 1.6 0.8 0.35 0.35 0.35 0.35 0.9 1.8 0.35 0.35 0.35 0.6 0.35 1.5 0.7 0.35 0.3 0.35 0.65 0.3 2.8 1.3 0.5 0.3 0.5 0.3 0.35 2 1 0.4 0.4 0.35 0.35 1.3 0.4 1.5 0.4 0.35 0.35 2.85 0.9 0.6 1.6 0.9 1.85 2.85 0.9 0.6 1.6 0.9 1.85 3.86 2.18 2.81 1.2 1.22 0.7 0.7 3.86 2.7 2.29 1.2 1.22 0.3 4.05 0.3 4.05 0.3 0.2 2.68 1.47 0.3 1.47 2.58 0.3 0.55 3.79 0.4 4.36 0.4 2.71 0.3 4.05 0.3 4.05 0.3 4.35 4.35 4.99 3 0.9 0.9 0.9 1.22 4.99 3 0.9 0.9 0.9 1.22 1.2 1.2 3 4.35 4.35 4.99 1.2 4.99 1.2 4.99 1.2 4.99 1.2 4.99 1.2 2.85 1.85 4 4.84 3 4.84 3 0.9 0.9 0.9 1.22 3 0.9 0.9 0.9 1.22 2.81 2.85 1.85 4 3.86 3.86 3.86 1.2 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 3.86 3.86 3.86 2.18 2.18 1.2 3.86 3.86 3.86 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 3.86 3.86 2.18 3.86 4.35 4.35 4.35 4.35 4.35 4.35 4.35 4.35 2.18 1.2 3.86 3.86 1.2 2.29 0.95 0.35 2.5 0.35 2.5 0.35 2.5 0.95 0.35 2.5 0.35 2.5 0.35 2.5 0.35 0.35 3.86 1.77 1.77 2.83 3.86 2.18 2.81 1.2 1.22 1.08 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3.86 2.18 2.81 1.2 1.22 0.15 0.24 0.89 0.22 1.11 \A1;.21 9,00 15,00 3,00 12,00 ,15 2,73 ,12 4,00 ,12 1,73 ,15 ,15 1,20 ,12 4,03 ,12 1,62 ,26 4,50 ,75 1,98 ,12 1,32 1,53 1,73 2,00 ,28 3,00 ,15 5,61 ,12 6,00 ,12 2,73 ,40 3,00 ,12 1,32 ,53 ,47 ,73 1,20 ,40 2,48 2,48 3,00 ,39 2,44 ,95 2,84 ,15 2,73 2,73 ,15 1,93 ,74 1,41 1,92 ,89 1,00 1,32 ,78 ,75 ,80 1,12 ,80 ,12 1,23 ,93 ,80 3,12 1,92 2,48 1,31 ,96 4,02 4,50 4,50 2,00 1,50 ,60 1,02 ,98 4,50 ,68 1,00 1,20 ,28 9,00 ,12 3,16 ,12 2,36 3,24 6,80 ,12 ,55 2,61 1,74 ,80 ,12 1,47 ,80 ,50 ,12 ,80 2,79 ,12 2,27 ,12 3,40 2,27 3,16 ,98 2,73 1,52 ,64 1,14 1,96 ,57 2,00 ,49 1,22 2,08 2,00 ,65 ,12 3,16 ,12 2,64 ,12 3,00 1,20 1,20 2,88 1,77 1,35 ,12 2,88 2,48 1,30 1,32 1,53 1,20 2,12 2,82 2.85 0.9 0.6 1.6 0.9 1.85 2.46 3.86 2.18 2.81 1.2 2.85 0.9 0.6 1.6 0.9 1.85 1.22 0.7 2.45 0.7 3.86 2.18 2.81 1.2 1.22 2.85 0.9 0.6 1.6 0.9 1.85 2.46 3.86 2.18 2.81 1.2 2.85 0.9 0.6 1.6 0.9 1.85 1.22 0.7 2.45 0.7 3.86 2.18 2.81 1.2 1.22 2,30 ,23 ,12 1,45 ,70 1,30 ,12 ,90 ,28 ,98 ,28 ,28 ,90 2,40 ,28 ,28 ,28 ,28 1,20 ,90 ,80 ,80 2,32 1,22 ,90 1,12 3,00 ,73 1,48 ,12 ,21 2,29 ,12 1,66 ,45 1,25 2,00 ,38 2,76 ,15 ,14 4,92 ,12 4,92 ,12 ,21 2,29 ,12 1,73 ,12 1,50 2,00 ,38 9,00 ,65 2,77 2,46 ,12 ,80 1,12 ,82 ,12 3,01 ,13 3,71 ,12 3,51 ,12 2,35 2,73 2,72 2.85 0.9 0.6 1.6 0.9 1.85 2.46 3.86 2.18 2.81 1.2 2.85 0.9 0.6 1.6 0.9 1.85 1.22 0.7 2.45 0.7 3.86 2.7 2.29 1.2 1.22 1,20 1,73 ,65 1,50 3,06 2,56 2,40 ,80 1,08 ,46 ,80 ,12 2,32 ,35 ,12 ,75 2,40 ,28 ,28 ,28 ,28 ,28 ,28 ,28 ,28 ,90 1,20 1,20 1,58 ,40 2.81 2.41 3.54 5 5 5 5 Garaje 101 Sala Comedor Cocina Ropas Patio interior Baño Alcoba 1 Alcoba 2 Antejardin Hall Reja h= 2.00 mt 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 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 A C A C 5 1 2 3 4 1 2 3 4 Anden Zona verde Calzada 5 5 A C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B B B 4 3 3 1 1 2 2 A C 1er PISO 3er PISO 5 Sala Cocina Ropas Comedor Estar tv Alcoba Alcoba Alcoba Hall Balcon Balcon 301 C A A A A B B C D D C B B C D D 01 02 03 04 05 06 07 15 16 17 18 19 20 21 22 28 27 26 25 24 23 Ropas Alcoba 1 Alcoba 1 Alcoba 2 Alcoba 2 Hall A C 202 201 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 Hall B B Cocina 1 1 2 2 A C 2o PISO 3 3 4 4 4 Alcoba 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 Sala Comedor 5 5 5 5 Comedor Sala 5 5 5 5 A A C B B C D D 15 16 17 18 19 20 21 08 09 14 13 12 11 10 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALLE 46 Cocina 5 CORREGIDO 5 5 5 5 Garaje 101 Sala Comedor Cocina Ropas Patio interior Baño Alcoba 1 Alcoba 2 Antejardin Hall Reja h= 2.00 mt 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 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 A C A C 5 1 2 3 4 1 2 3 4 Anden Zona verde Calzada 5 5 A C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B B B 4 3 3 1 1 2 2 A C 1er PISO 3er PISO 5 Sala Cocina Ropas Comedor Estar tv Alcoba Alcoba Alcoba Hall Balcon Balcon 301 C A A A A B B C D D C B B C D D 01 02 03 04 05 06 07 15 16 17 18 19 20 21 22 28 27 26 25 24 23 Ropas Alcoba 1 Alcoba 1 Alcoba 2 Alcoba 2 Hall A C 202 201 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 Hall B B Cocina 1 1 2 2 A C 2o PISO 3 3 4 4 4 Alcoba 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 N ± 0,00 Sala Comedor 5 5 5 5 Comedor Sala 5 5 5 5 A A C B B C D D 15 16 17 18 19 20 21 08 09 14 13 12 11 10 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALLE 46 Cocina 5 5 5 MALLA ELECTROSOLDADA DE 5 MM .15X.15 0.27 0.03 0.05 0.50 0.35 0.15 0.15 0.15 0.10 1#4 1#5 0.00 7E No.3 /.07 6 E No.3 /.125 7E No.3 /.07 6 E No.3 /.125 MAMPOSTERIA DE PERFORACION HORIZONTAL Acero para control de retraccion Grafil de 4 m.m. grado 60 E No. 2 /0.10 L=0.66 A TODO LO LARGO DE LA VIGUETA 0.10 0.10 0.14 0.09 0.09 E No.2 L=0.66 0.14 0.24 26 E No.3 L=0.86 7E No.3 /.07 6 E No.3 /.125 7E No.3 /.07 6 E No.3 /.125 2 No. 3 2 No. 3 Lamina de Poliestireno expandido e=0.01m. MORTERO DE PEGA Fcp=125.0 k/cm2 VIGA DE CIMENTACION (0.30X0.30) VIGA DE CIMENTACION (0.25X0.30) MURO COMO ELEMENTO NO ESTRUCTURAL PLACA DE ENTREPISO VIGAS DE AMARRE SUPERIOR(0.25X0.30) .35 1.15 .20 1.15 .20 .12 .30 .10 .10 SLAB DE PLACA ALIGERADA h=0.35 metros hf=0.05 metros. bw=0.10 metros. S=0.60 metros. DL=486 kgf_m2 LL=180 kgf-m2 CORTE DE PLACA H=0.35 M. 0.30 CONTIENE: PLANTA DE CIMENTACION FERNANDO SABOGAL MESA INGENIERO CIVIL U.N. PLANTA DEL SEGUNDO PISO B 1 4 7 5 2 6 C E F H D B C E F H D B C E D H F 1 4 7 5 2 6 1 4 7 5 2 6 B C E F H D B D C E H F 3 3 3 1 4 7 5 2 6 1 4 7 5 2 6 1 4 7 5 2 6 3 3 3 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 CONTIENE: PLANTA DE CIMENTACION PLANTA DEL SEGUNDO PISO Ropas Alcoba 1 Alcoba 1 Alcoba 2 Alcoba 2 Hall A C 202 201 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 Hall B B Cocina 1 1 2 2 A C 2o PISO 3 3 4 4 N ± 0,00 Sala Comedor 5 5 5 5 Comedor Sala 5 5 5 5 A A C B B C D D 15 16 17 18 19 20 21 08 09 14 13 12 11 10 5 5 5 5 5 5 5 5 5 5 5 Cocina 1 4 7 5 2 6 3 1 4 7 5 2 6 3 5 5 5 5 5 5 5 5 5 5 5 5 A A A A A A A A G G G G G A H B D C E A A 5 F G 5 5 PLANTA DE CIMENTACION PLANTA DE SEGUNDO PISO PLANTA DE TERCER PISO VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.30) VIGA (.30X.30) iluminacion cenital B C E F D 5 5 5 5 A A G 5 5 B C E F D A A G 5 5 5 5 5 5 VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.45X0.40) COL.(.45X0.40) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.45X0.40) COL.(.45X0.40) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.45X0.40) COL.(.45X0.40) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.45X0.40) COL.(.45X0.40) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.30X.35) VIGA (.10X.35) VIGA (.10X.35) 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 COL.(.30X0.30) COL.(.30X0.30) COL.(.30X0.30) COL.(.30X0.30) 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 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 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 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 COL.(.30X0.35) COL.(.30X0.35) VIGUETA DE BORDE (0.10X0.35) 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 VIGUETA 1 (.10X.35) 4 NO. 6 4.85 L=5.15 5 5 5 5 5 5 5 5 5 5 5 0.30 0.30 4 NO. 6 2.10 L=2.40 0.40 0.40 4 NO. 6 5.60 L=6.00 4 NO. 6 3.10 L=3.50 4 NO. 5 L=6.00 5 4 NO. 6 5.00 L=5.30 5 5 5 5 5 5 5 5 5 5 5 0.30 0.30 4 NO. 6 2.54 L=2.84 0.40 0.40 4 NO. 6 5.60 L=6.00 4 NO. 6 3.10 L=3.50 4 NO. 6 L=6.00 5 (0.40X0.45) 4 NO. 6 5.28 L=5.59 5 5 5 5 5 5 5 5 5 5 5 0.30 0.30 4 NO. 6 2.54 L=2.84 0.40 0.40 4 NO. 6 5.60 L=6.00 4 NO. 6 3.10 L=3.50 4 NO. 6 L=6.00 5 (0.40X0.45) .30 .30 .18 ESCALERA DE 2 A 3 .20 .20 No.3 CADA .35 0.80 L=1.20 .20 .20 No.3 CADA .35 0.80 L=1.20 ESPESOR DE PLACA 0.20 METROS .20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2.70 0.3 0.3 2.10 (0.40X0.45) 0.30 0.30 0.30 0.30 0.30 0.30 90E No.3 L=1.40 4ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 8ENo.3 /.175 8ENo.3 /.175 8ENo.3 /.175 7ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 8ENo.3 /.175 8ENo.3 /.175 10ENo.3 /.175 7ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 7ENo.3 /.075 8ENo.3 /.175 8ENo.3 /.175 12ENo.3 /.175 7ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 4ENo.3 /.075 1.35 2.85 .35 VIGUETA 2 (.10X.35) VIGUETA 2 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 2 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 1 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) VIGUETA 3 (.10X.35) METALDECK 2" CALIBRE 20 0.15 Placa de Concreto h=0.15 mts. Fc = 210 kgs/m2 MALLA ELECTROSOLDADA DE 0.15x0.15x5 mm. PLANTA DE VIGAS DE AMARRE SUPERIOR DETALLE DE PLACA DE TANQUE EN STEEL- DECK 5 5 5 5 5 0.30 8 NO. 4 4.05 L=4.55 4ENo.3 /.075 7ENo.3 /.075 8ENo.3 /.175 7ENo.3 /.075 4ENo.3 /.075 0.20 (0.30X0.30) 8ENo.3 /.075 8ENo.3 /.075 8ENo.3 /.075 8ENo.3 /.075 5 5 0.30 0.30 0.30 0.30 0.30 0.30 92E No.3 L=1.40 5 5 0.30 0.30 0.30 0.30 0.30 0.30 94E No.3 L=1.40 5 5 0.30 0.24 0.09 0.09 0.10 0.10 0.12 0.30 0.30 0.10 0.10 0.20 0.20 0.20 0.20 38E No.3 L=1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 h=0.50 mts h=0.40 mts h=0.55 mts h=0.40 mts h=0.35 mts h=0.35 mts h=0.30 mts h=0.50 mts 5 ZAPATA C4 (2.40X1.10) 5 5 6 No.4 2.30 L=2.70 0.20 0.20 0.20 0.20 12 No.4 2.30 L=2.70 5 5 5 5 5 5 ZAPATA E4 (1.80X1.60) 5 8 No.4 1.70 L=3.10 0.20 0.20 5 5 5 5 9 No.4 1.50 L=1.90 0.20 0.20 5 h=0.35 mts 5 ZAPATA E7, F7 (1.60X0.80) 5 5 4 No.4 1.50 L=1.90 0.20 0.20 0.20 0.20 8 No.4 0.7 L=1.10 5 5 5 5 ZAPATA F1 (1.80X0.90) 5 5 No.4 1.70 L=2.10 0.20 0.20 5 5 9 No.4 0.80 L=1.20 0.20 5 5 5 0.20 5 ZAPATA E1 (1.50X0.70) 5 4 No.4 1.40 L=1.80 0.20 0.20 5 8 No.4 0.60 L=1.00 0.20 0.20 5 5 5 5 ZAPATA C1 (2.80X1.30) 5 5 7 No.4 2.70 L=3.10 0.20 0.20 0.20 0.20 14 No.4 2.30 L=2.70 5 5 5 5 5 5 ZAPATA C7 (2.00X1.00) 5 5 5No.4 1.90 L=2.30 0.20 0.20 0.20 0.20 10 No.4 0.9 L=1.30 5 5 5 5 ZAPATA F4 (1.50X1.30) 5 7 No.4 1.40 L=1.80 0.20 0.20 5 5 5 8 No.4 1.20 L=1.40 0.20 0.20 5 COLUMNA C1,C4, C7 COLUMNA E1,E4, E7 COLUMNA F1,F4, F7 COL.H1,H2,H6.H7 CONTIENE: PLANTA DE CIMENTACION P A R A M E T R O S F'c=280 kg/cm2 F'y=4200 kg/cm2 Aa=0.35 S=D I=1.00 R=7.0 p=0.90 a=0.90 = 22.10 Ton/m2 d d D.E.S. Presion de Viento =120.0 km/hora CV = 180 kg/cm2 (vda.) Av=0.30 PLANTA DEL SEGUNDO PISO 1 4 7 5 2 6 3 1 4 7 5 2 6 3 5 5 5 5 5 5 5 5 5 5 5 5 iluminacion cenital B C E F D 5 5 5 5 A A G 5 5 B C E F D A A G 5 5 5 5 5 5 COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.40X0.45) COL.(.45X0.40) COL.(.45X0.40) VIGA (.20X.30) VIGUETA DE BORDE (0.10X0.35) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAL DE CUBIERTA 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA F CIMENTACIÓN ENTRE (1-7) (.30x .35) 0.20 0.20 2 No.5 8.90 L=9.30 5 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 98 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 13 E No.3 C/.0625 7 1 20 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA H CIMENTACIÓN ENTRE (1-7) (.30x .35) 2 5 5 21 E No.3 C/.0625 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA E CIMENTACIÓN ENTRE (1-7) (.30x .35) 3 No.4 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 3 No.4 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 7 4 1 70 E No.3 C/.125 5 5 VIGA D CIMENTACIÓN ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 70 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA C CIMENTACIÓN ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 20 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 H E C 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 1 CIMENTACIÓN ENTRE (C-H) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 115 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 5 13 E No.3 C/.0625 13 E No.3 C/.0625 6 E No.3 C/.125 0.20 0.20 20 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 H E C 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 7 CIMENTACIÓN ENTRE (C-H) (.30x .35) 2 No.5 7.28 L=7.48 2 No.5 9.00 L=9.20 .10 .10 .20 Estribo No. 3 L=1.10 Son 115 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 5 13 E No.3 C/.0625 13 E No.3 C/.0625 6 E No.3 C/.125 5 2 No.5 5.52 L=5.72 5 5 2 No.5 3.80 L=4.00 5 0.20 0.20 0.20 0.20 H VIGA 2 CIMENTACIÓN ENTRE (F-H) (.30x .35) 2 No.5 3.36 L=3.76 2 No.5 3.36 L=3.76 .10 .10 .20 Estribo No. 3 L=1.10 Son 23 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 5 23 E No.3 C/.125 0.20 0.20 0.20 0.20 2 No.5 7.28 L=7.48 2 No.5 9.00 L=9.20 5 2 No.5 5.52 L=5.72 5 5 2 No.5 3.80 L=4.00 5 VIGA 6 CIMENTACIÓN ENTRE (F-H) (.30x .35) 18 E No.3 C/.125 E D 5 VIGA 3 CIMENTACIÓN ENTRE (D-E) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 18 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 2 No.5 2.45 L=2.85 2 No.5 2.45 L=2.85 VIGA 5 CIMENTACIÓN ENTRE (D-E) (.30x .35) E 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 VIGA 4 CIMENTACIÓN ENTRE (E-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 37 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 0.20 0.20 2 No.5 4.14 L=4.54 2 No.5 4.14 L=5.54 C 5 VIGA 4 CIMENTACIÓN ENTRE (C-D) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 20 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 2 No.5+1 No.6 2.86 L=3.26 2 No.5 2.86 L=3.26 20 E No.3 C/.125 D 1 No.6 0.20 2 No.5 8.90 L=9.30 5 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 98 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 13 E No.3 C/.0625 7 1 20 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA H SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 6 5 21 E No.3 C/.0625 0.20 0.20 0.20 1 No.4 4.00 L=4.20 1 No.4 2.90 L=3.30 0.20 0.20 0.20 1 No.4 2.00 L=2.40 0.20 1 No.4 2.95 L=3.35 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA F SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.30 1 No.7 2.50 L=2.80 0.30 1 No.7 2.50 L=2.80 1 No.7 L=3.50 1 No.7 0.20 0.20 0.20 0.20 7 4 1 63 E No.3 C/.0625 5 5 VIGA E SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 No.6 8.90 L=9.30 2 No.7 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 126 Unid. CORTE A-A 2 No.6 2 No.7 0.30 0.35 .25 .20 .25 0.30 1 No.8 2.50 L=2.80 0.30 1 No.8 2.50 L=2.80 3 No.6+2 No.7 L=4.00 2 No.8 2.00 L=2.20 3 No.6 2 No.7 2 No.8 63 E No.3 C/.0625 0.20 0.20 0.20 0.20 7 4 1 70 E No.3 C/.125 5 5 VIGA D SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 No.4+1 No.5 8.90 L=9.30 2 No.7 + 1 No.8 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 70 Unid. CORTE A-A 2 No.4 2 No.7 0.35 .25 .20 .25 2 No.6 L=5.00 1 No.5 0.30 1 No.8 2 No.6 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA C SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 3 No.4 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 3 No.4 0.35 .25 .20 .25 0.30 1 No.8 2.50 L=2.80 0.30 1 No.8 2.50 L=2.80 1 No.8 L=4.00 2 No.4 1.50 L=1.70 0.20 2 No.4 1.50 L=1.70 0.20 2 No.4 1.50 L=1.70 0.20 1 No.8 0.30 2 No.4 0.20 0.20 2 No.5 8.90 L=9.30 0.20 0.20 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 98 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 7 1 70 E No.3 C/.125 5 5 VIGA B SEGUNDO PISO ENTRE (1-7) (.30x .35) 2 21 E No.3 C/.125 13 E No.3 C/.0625 8 E No.3 C/.10 H E C 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 1 SEGUNDO PISO ENTRE (B-H) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 115 Unid. CORTE A-A 2 No.6 2 No.5 0.30 0.35 .25 .20 .25 F 5 13 E No.3 C/.0625 13 E No.3 C/.0625 6 E No.3 C/.125 0.20 0.20 0.20 0.20 2 No.6 8.48 L=8.68 2 No.5+1 No.4 9.00 L=9.20 5 2 No.5 5.52 L=5.72 5 5 2 No.5+1 No.4 5.00 L=5.20 5 7 E No.3 C/.125 0.20 1 No.5 2.50 L=2.80 2 No.4 L=2.00 1 No.4 21 E No.3 C/.125 13 E No.3 C/.0625 8 E No.3 C/.10 H E C 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 7 SEGUNDO PISO ENTRE (B-H) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 115 Unid. CORTE A-A 2 No.6 2 No.6 0.30 0.35 .25 .20 .25 F 5 13 E No.3 C/.0625 13 E No.3 C/.0625 6 E No.3 C/.125 0.25 0.20 0.25 0.20 2 No.6 8.48 L=8.68 2 No.6 9.00 L=9.25 5 2 No.5 5.52 L=5.72 5 5 2 No.6 5.00 L=5.25 5 7 E No.3 C/.125 0.20 1 No.5 2.00 L=2.20 1 No.4 L=2.00 1 No.6 B 5 5 B 0.20 1 No.6 2.00 L=2.20 0.20 0.20 0.20 0.20 H VIGA 2 SEGUNDO PISO ENTRE (F-H) (.30x .35) 2 No.5 3.36 L=3.76 2 No.5 3.36 L=3.76 .10 .10 .20 Estribo No. 3 L=1.10 Son 23 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 5 23 E No.3 C/.125 VIGA 6 SEGUNDO PISO ENTRE (F-H) (.30x .35) E 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 VIGA 4 SEGUNDO PISO ENTRE (E-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 37 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 0.20 0.20 2 No.5 4.14 L=4.54 2 No.5 4.14 L=5.54 8 E No.3 C/.125 C B 5 VIGA 4 VIGA SEGUNDO PISO (B-C) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 8 Unid. CORTE A-A 3 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 3 No.5 1.55 L=1.95 2 No.5 1.55 L=1.95 0.20 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA F TERCER PISO ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.30 1 No.7 2.50 L=2.80 0.30 1 No.7 2.50 L=2.80 1 No.7 L=3.50 1 No.7 0.20 0.20 0.20 0.20 7 4 1 63 E No.3 C/.0625 5 5 VIGA E TERCER PISO ENTRE (1-7) (.30x .35) 2 No.6 8.90 L=9.30 2 No.7 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 126 Unid. CORTE A-A 2 No.6 2 No.7 0.30 0.35 .25 .20 .25 0.30 1 No.8 2.50 L=2.80 0.30 1 No.8 2.50 L=2.80 3 No.6+2 No.7 L=4.00 2 No.8 2.00 L=2.20 3 No.6 2 No.7 2 No.8 63 E No.3 C/.0625 0.20 0.20 0.20 0.20 0.20 7 4 1 70 E No.3 C/.125 5 5 VIGA D TERCER PISO ENTRE (1-7) (.30x .35) 2 No.4+1 No.5 8.90 L=9.30 2 No.7 + 1 No.8 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 70 Unid. CORTE A-A 2 No.4 2 No.7 0.35 .25 .20 .25 2 No.6 L=5.00 1 No.5 0.30 1 No.8 2 No.6 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA C TERCER PISO ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 3 No.4 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 3 No.4 0.35 .25 .20 .25 0.30 1 No.7 2.50 L=2.80 0.30 1 No.7 2.50 L=2.80 1 No.7 L=4.00 2 No.4 1.50 L=1.70 0.20 2 No.4 1.50 L=1.70 0.20 1 No.8 0.30 2 No.4 0.20 0.20 2 No.5 8.90 L=9.30 0.20 0.20 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 98 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 7 1 70 E No.3 C/.125 5 5 VIGA B TERCER PISO ENTRE (1-7) (.30x .35) 2 23 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 14 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 7 TERCER PISO ENTRE (B-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 97 Unid. CORTE A-A 2 No.6 2 No.6 0.30 0.35 .25 .20 .25 F 0.25 0.25 0.25 0.25 2 No.6 10.10 L=10.60 2 No.6 10.10 L=10.60 8 E No.3 C/.125 0.20 1 No.6 2.00 L=2.20 1 No.4 L=2.00 1 No.6 5 B 0.20 1 No.6 2.00 L=2.20 23 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 14 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 1 TERCER PISO ENTRE (B-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 97 Unid. CORTE A-A 2 No.6 2 No.6 0.30 0.35 .25 .20 .25 F 0.25 0.25 0.25 0.25 2 No.6 10.10 L=10.60 2 No.6 10.10 L=10.60 8 E No.3 C/.125 0.20 1 No.6 2.00 L=2.20 1 No.4 L=2.00 1 No.6 5 B 0.20 1 No.6 2.00 L=2.20 E 11 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 VIGA 4 TERCER PISO ENTRE (E-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 37 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 0.20 0.20 2 No.5 4.14 L=4.54 2 No.5 4.14 L=5.54 18 E No.3 C/.125 E D 5 VIGA 3 CIMENTACIÓN ENTRE (D-E) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 18 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 2 No.5 2.45 L=2.85 2 No.5 2.45 L=2.85 VIGA 5 CIMENTACIÓN ENTRE (D-E) (.30x .35) 18 E No.3 C/.125 E D 5 VIGA 3 TERCER PISO ENTRE (D-E) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 18 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.25 0.20 0.25 3 No.6 2.45 L=2.85 2 No.5 2.45 L=2.85 VIGA 5 TERCER PISO ENTRE (D-E) (.30x .35) 8 E No.3 C/.125 C B 5 VIGA 4 TERCER PISO (B-C) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 8 Unid. CORTE A-A 3 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 0.20 0.20 3 No.5 1.55 L=1.95 2 No.5 1.55 L=1.95 23 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 14 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA 1 DE AMARRE SUPERIO ENTRE (B-F) (.30x .35) .10 .10 .20 Estribo No. 3 L=1.10 Son 105 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 2 No.5 10.65 L=11.05 8 E No.3 C/.125 5 B VIGA 4 DE AMARRE SUPERIOR ENTRE (B-F) (.30x .35) VIGA 7 DE AMARRE SUPERIOR ENTRE (B-F) (.30x .35) 0.20 0.20 8 E No.3 C/.0625 2 No.5 10.65 L=11.05 23 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 14 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 .10 .10 .20 Estribo No. 3 L=1.10 Son 105 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 2 No.5 10.65 L=11.05 8 E No.3 C/.125 5 B 0.20 0.20 8 E No.3 C/.0625 2 No.5 10.65 L=11.05 23 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 14 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 .10 .10 .20 Estribo No. 3 L=1.10 Son 105 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 F 0.20 0.20 2 No.5 10.65 L=11.05 8 E No.3 C/.125 5 B 0.20 0.20 8 E No.3 C/.0625 2 No.5 10.65 L=11.05 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA E DE AMARRE SUPERIOR ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA C DE AMARRE SUPERIOR ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA F DE AMARRE SUPERIOR ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 0.20 0.20 17 E No.3 C/.125 13 E No.3 C/.0625 0.20 0.20 13 E No.3 C/.0625 7 4 1 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 VIGA B DE AMARRE SUPERIOR ENTRE (1-7) (.30x .35) 2 No.5 8.90 L=9.30 2 No.5 8.90 L=9.30 .10 .10 .20 Estribo No. 3 L=1.10 Son 86 Unid. CORTE A-A 2 No.5 2 No.5 0.30 0.35 .25 .20 .25 CONTIENE: VIGAS DE CIMENTACION P A R A M E T R O S F'c=280 kg/cm2 F'y=4200 kg/cm2 Aa=0.35 S=D I=1.00 R=7.0 p=0.90 a=0.90 = 22.10 Ton/m2 d d D.E.S. Presion de Viento =120.0 km/hora CV = 180 kg/cm2 (vda.) Av=0.30 VIGAS DEL SEGUNDO PISO CONTIENE: DISEÑO VIGAS DEL TERCER PISO P A R A M E T R O S DISEÑO F'c=280 kg/cm2 F'y=4200 kg/cm2 Aa=0.35 S=D I=1.00 R=7.0 p=0.90 a=0.90 = 22.10 Ton/m2 d d D.E.S. Presion de Viento =120.0 km/hora CV = 180 kg/cm2 (vda.) Av=0.30 VIGAS DE AMARRE SUPERIOR 5 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 E C 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 5 .10 .10 0.05 Estribo No. 3 L=0.80 Son 97 Unid. CORTE A-A 1 No.4 0.35 .25 0.05 .25 F 0.20 0.20 0.20 0.20 1 No.4 10.10 L=10.60 1 No.4 10.10 L=10.60 19 E No.3 C/.0625 5 B VIGUETA 1 (.10x .35) (SON 16) 1 No.4 0.10 E 17 E No.3 C/.125 13 E No.3 C/.0625 13 E No.3 C/.0625 5 Son 43 Unid. CORTE A-A F 0.20 0.20 0.20 0.20 1 No.4 4.14 L=4.54 5No.4 4.14 L=5.44 .10 .10 0.05 Estribo No. 3 L=0.80 1 No.4 0.35 .25 0.05 .25 1 No.4 0.10 VIGUETA 2 (.10x .35)(SON 8) VIGUETA 2 (.10X.35) VIGUETA 2 (.10X.35) VIGUETA 2 (.10X.35) VIGUETA 2 (.10X.35) VIGUETA 2 (.10X.35) 13 E No.3 C/.0625 C .10 .10 0.05 Estribo No. 3 L=0.80 Son 54 Unid. CORTE A-A 1 No.4 0.35 .25 0.05 .25 0.20 0.20 0.20 0.20 1 No.4 3.54 L=3.94 19 E No.3 C/.125 5 B VIGUETA 3 (.10x .35) (SON 8) 1 No.4 0.10 D 5 1 No. 4 Cada .20 4.64 L=6.03 .45 .20 1 No. 4 Cada .20 4.78 L=5.18 .27 .20 .15 .20 .12 .20 12ENo.3 c/7cm 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 NO. 4 5.00 L=5.40 2 No.4 2 No.4 0.20 0.30 .10 .10 .10 .20 .10 .20 CORTE B-B DETALLE DE DIAGONALES ENTRE EJE 1 y EJE 7 E F A A B B Estribo No. 3 Cada 12.5 cm L=0.80 Son 25 Unid. 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 2 No.5 2 No.5 0.20 0.30 .10 .10 .10 .20 .10 .20 CORTE A-A Estribo No. 3 Cada 7cm L=0.80 Son 12X2 Unid. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12ENo.3 c/7cm 26ENo.3 c/12.5cm 26ENo.3 c/12.5cm PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM B D C E A F VIGA (.20X.30) VIGA (.20X.30) PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM PHR 220X80X20 2.0 MM VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) VIGA (.20X.30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALZADO ESTRUCTURAL CUBIERTA B D C E A F 5 5 5 5 5 0.10 2 No. 5 11.45 L=11.55 2 No. 5 L=7.30 1.50 0.54 1.00 1.50 0.84 1.00 2 No. 5 L=3.34 2 No. 5 L=3.04 A A 2 No.5 2 No.5 0.20 0.30 .10 .10 .10 .20 .10 .20 CORTE A-A Estribo No. 3 Cada 7cm L=0.80 Son 28X2 Unid. 2 No.4 2 No.4 0.20 0.30 .10 .10 .10 .20-.35 .10 .20-.35 CORTE B-B Estribo No. 3 Cada 12.5 cm L=0.80 Son 28 Unid. B B C C 2 No.5 2 No.5 0.20 0.30 .10 .10 .10 .20 .10 .20 CORTE C-C Estribo No. 3 Cada 7cm LProm=0.95 Son 14 Unid. 5 5 5 DETALLE VIGA CINTA CUBIERTA 5 5 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 TENSOR No.3 CINTA DE AMARRE 0.20X0.30 2PERNOS DE 1/2"X2" GRADO 5 CON TORNILLO Y ARANDELA SON 4 POR APOYO ANGULO DE 21/2"X1/4" VIGA DE AMARRE SUPERIOR (.30X.40) \A1;0.22 \A1;0.08 PHR 220X80X2.00MM SOLDADURA E 6013 ELECTODO DE 1/8" \A1;PLATINA A-36 \S3/8;" PARA APOYO DE L PHR \A1;27° 5 DETALLE DE APOYO DE ESTRUCTURA METALICA A LA ESTRUCTURA DE CONCRETO 5 5 5 5 Garaje 101 Sala Comedor Cocina Ropas Patio interior Baño Alcoba 1 Alcoba 2 Antejardin Hall Reja h= 1,80 mt 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Anden Zona verde Calzada 5 5 1er PISO 5 C A A B B C D D 01 02 03 04 05 06 07 5 5 5 5 5 5 5 N + 0.12 N ± 0,00 N ± 0,00 5 3er PISO Sala Cocina Ropas Comedor Estar tv Alcoba Alcoba Alcoba Balcon Balcon 301 A A C B B C D D N + 5.57 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 5 5 B 1 4 7 5 2 6 C E F H D B C E D 3 1 4 7 5 2 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A G A 5 5 5 5 5 5 5 5 5 B 1 4 7 5 2 6 C E F H D B C E D 3 1 4 7 5 2 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A G A 5 5 5 5 5 5 5 5 5 F H G N ± 0,00 N + 0.12 N ± 0,00 Proyeccion 2o piso Proyeccion cubierta Pasamanos 5 N ± 0,00 N + 0.12 Hall basuras Porteria 5 5 5 5 5 5 5 08 32 5 5 5 5 5 Pasamanos N - 0.23625 Pasamanos 23 24 25 26 Pasamanos 5 5 5 5 5 27 28 29 30 31 5 5 22 21 20 19 18 17 5 5 5 5 5 5 5 5 5 5 iluminacion cenital iluminacion cenital iluminacion cenital iluminacion cenital Alcoba 1 Alcoba Hall 201 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cocina 2o PISO N + 2.87 Sala 5 5 5 Comedor Sala 5 5 5 5 A A C B B C D D 5 5 5 5 5 5 5 5 5 5 Cocina B 1 4 7 5 2 6 C E F H D B C E D 3 1 4 7 5 2 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A G A 5 5 5 5 5 5 5 5 5 5 Voladizo 5 5 Estudio 5 5 5 5 Pasamanos Pasamanos 23 24 25 26 27 28 29 14 15 13 22 21 20 19 18 17 16 5 5 5 5 5 5 5 5 5 Pasamanos 5 5 5 5 5 5 5 5 5 5 5 5 Comedor 202 Administraciòn F H G F H G CORREGIDO 5 D 5 Placa de Concreto h=0.15 mts. METALDECK 2" CALIBRE 20 METALDECK 2" CALIBRE 20 Placa de Concreto h=0.15 mts. 13 E No.3 C/.0625 13 E No.3 C/.0625 4 E No.3 C/.125 13 E No.3 C/.0625 9 E No.3 C/.125 5 1 No.4 3.54 L=3.94

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	architectural, autocad, beams, block, DWG, erdbebensicher strukturen, file, house, Housing, roof, seismic structures, singlefamily, slab, stairs, story, structural, strukturen, walls

DWG_Blocks

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