Cemetery Velacion Rooms Pomasqui DWG Plan for AutoCAD

Cemetery Velacion Rooms Pomasqui DWG Plan for AutoCAD

Structural plans velacion rooms for Pomasqui Cemetery; made without columns; Armed only with walls and beams.

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

esc:, low level, consulting room, waiting room, consulting room, cellar, pharmacy, npt, entry, npt, reception, consulting room, consulting room, consulting room, living room, Recovery, esc:, top floor, balcony, consulting room, session room, esc:, low level, consulting room, waiting room, consulting room, cellar, pharmacy, npt, entry, npt, reception, consulting room, consulting room, consulting room, living room, Recovery, esc:, top floor, balcony, consulting room, session room, stirrups, stirrups, portico axis, scale:, slab, steel sheet, brands, material summary, kind, do not., dimensions, long., desar, long., total, weight, observed, weight, wtot, concrete f’c, sheet, beam, beam, stirrups, stirrups, portico axes, scale:, level, portico axis, scale:, level, portico axes, scale:, level, beam section, scale, cut, replantillo, planking in beams, replantillo, planking in beams, beam section, scale, cut, minimum overlaps if they are not indicated in the diameters planes of, stirrups, section, level, kind, axes, number, vertical scale, column box, of stirrups in columns, distribution scheme, scale:, cut, scale, nv., types of irons:, screen, detail armed wall, scale, shoe, Municipal stamps:, owner, structural design:, indicated, scales:, date:, contains, cimentacion plant, foundation beams, sheet:, details, indicated, draft:, Location:, cimentacion plant, scale, replantillo, planking in beams, beam section cim, scale, cut, stirrups, vig. cim portico axes, scale:, stirrups, vig. cim portico axis, scale:, stirrups, vig. cim axis, scale:, stirrups, vig. cim axis, scale:, Municipal stamps:, owner, structural design:, indicated, scales:, date:, contains, sheet:, details, slabs, indicated, draft:, cemetery in pomasqui, Location:, sector: jhon f. kennedy, metropolitan district of quito parish pomasqui, stirrups, slab, portico axes, scale:, stirrups, slab, portico axis, scale:, stirrups, portico axis, scale:, slab, stirrups, portico axis, scale:, slab, beam cut, scale, beams, 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 same that must be verified on site., the foundation was designed with a ground effort, based on the Ecuadorian construction norm, published by executive decree of April, the rod, Minimum coating: cm, types of irons:, level deck slabs, scale, walls, cemetery in pomasqui, sector: jhon f. kennedy, metropolitan district of quito parish pomasqui, nv., detail armed wall, scale, concrete, total volume, steel, summary of walls, length, kg weight, qq weight, types of irons:, cut type in slab, alleviation, block, beam, concrete, scale, blocks, Municipal stamps:, owner, structural design:, indicated, scales:, date:, contains, cimentacion plant, foundation beams, sheet:, details, indicated, draft:, Location:, replantillo, planking in beams, beam section cim, scale, cut, stirrups, vig. cim portico axes, scale:, stirrups, vig. cim portico axis, scale:, stirrups, vig. cim axis, scale:, stirrups, vig. cim axis, scale:, Municipal stamps:, pr

Raw text data extracted from CAD file:

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61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 A B C 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 1 2 3 4 5 6 7 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 1:100 ESC: PLANTA ALTA BALCON 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.70 2.10 1.00 2.10 1.00 2.10 0.70 2.10 1.10 2.10 1.10 2.10 0.40 2.10 0.40 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.70 2.10 0.70 2.10 0.70 2.10 0.70 2.10 0.70 2.10 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 CONSULTORIO 2 SALA SESIONES 61.31868965951899 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\A1;.60 \A1;20.85 \A1;.92 \A1;.85 \A1;3.05 \A1;2.70 \A1;2.15 \A1;5.05 \A1;.50 \A1;.90 \A1;1.10 \A1;.35 \A1;.25 \A1;.75 \A1;2.55 \A1;.15 \A1;2.00 \A1;2.30 \A1;.65 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.34 \A1;3.70 \A1;.25 \A1;8.00 \A1;.15 \A1;2.24 \A1;1.00 \A1;1.56 \A1;3.95 \A1;1.05 \A1;1.70 \A1;2.40 \A1;.90 \A1;.15 \A1;2.70 \A1;.10 \A1;1.90 \A1;.10 \A1;2.90 \A1;.15 \A1;1.70 \A1;1.25 \A1;.25 \A1;1.50 \A1;1.40 \A1;3.80 \A1;.15 \A1;3.05 \A1;.10 \A1;3.55 \A1;9.67 \A1;2.12 \A1;3.95 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.50 \A1;2.30 \A1;3.05 \A1;.10 \A1;2.15 \A1;.10 \A1;1.10 \A1;.10 \A1;1.20 \A1;.15 \A1;10.90 \A1;1.70 \A1;.92 \A1;.65 \A1;.10 \A1;.80 \A1;.10 \A1;2.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.90 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.70 \A1;2.00 \A1;1.60 \A1;.45 \A1;.10 \A1;.60 \A1;.10 \A1;.65 \A1;.10 \A1;2.00 \A1;1.80 \A1;.10 \A1;.75 \A1;.25 \A1;.80 \A1;.05 \A1;1.50 \A1;1.05 \A1;.10 \A1;1.90 \A1;.90 \A1;.20 \A1;.15 \A1;1.50 \A1;1.25 \A1;1.65 \A1;.80 \A1;.60 \A1;3.65 \A1;3.65 \A1;4.05 \A1;2.55 \A1;1.35 \A1;.10 \A1;2.35 \A1;1.55 \A1;.10 \A1;.90 \A1;1.35 \A1;3.65 \A1;3.65 \A1;.60 \A1;2.40 \A1;6.70 \A1;3.40 \A1;.20 \A1;1.56 \A1;1.31 \A1;.80 \A1;2.35 \A1;.70 \A1;3.85 \A1;.25 \A1;.90 \A1;3.15 \A1;3.20 \A1;4.15 \A1;3.75 \A1;4.40 \A1;3.75 \A1;.10 \A1;1.30 \A1;.25 \A1;1.50 \A1;1.30 1:100 ESC: PLANTA BAJA CONSULTORIO 1 SALA DE ESPERA CONSULTORIO 2 CONSULTORIO 3 BODEGA FARMACIA NPT + 0.20 INGRESO NPT + 0.20 1 2 3 4 5 6 7 8 RECEPCION CONSULTORIO 1 CONSULTORIO 3 CONSULTORIO 4 CONSULTORIO 5 B. 9 10 11 13 17 16 15 14 1 2 3 4 5 6 7 A B C SALA RECUPERACIÓN 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951901 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951901 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951905 61.31868965951898 61.31868965951898 61.31868965951899 61.31868965951899 61.31868965951901 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 A B C 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 1 2 3 4 5 6 7 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 1:100 ESC: PLANTA ALTA BALCON 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.70 2.10 1.00 2.10 1.00 2.10 0.70 2.10 1.10 2.10 1.10 2.10 0.40 2.10 0.40 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.90 2.10 0.70 2.10 0.70 2.10 0.70 2.10 0.70 2.10 0.70 2.10 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 CONSULTORIO 2 SALA SESIONES 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 61.31868965951899 12 31d10Mc209 \A1;2.30 \A1;1.50 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.95 \A1;.75 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;4.00 \A1;3.95 \A1;.75 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;2.30 \A1;1.50 \A1;4.00 \A1;4.00 ESTRIBOS 3d14Mc229 3d14Mc229 3d12Mc229 3d12Mc229 7 5 4 3 2 1 6 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 145Ed10Mc243 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 ESTRIBOS 3d14Mc229 3d14Mc229 3d12Mc229 3d12Mc229 7 5 4 3 2 1 6 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 145Ed10Mc243 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 -42.74059202637818 PORTICO EJE A ESCALA: --------- H 1:50 V 1:25 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 3d12Mc209 LOSA Nv.+3.20 LOSA Nv.+5.90 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 1 101 C 12 6 1.10 0.15 0.00 0.00 1.40 8.40 7.46 102 C 12 6 1.95 0.15 0.00 0.00 2.25 13.50 11.99 103 L 14 6 11.65 .12 0.00 0.00 11.77 70.62 85.31 104 C 12 6 2.00 0.15 0.00 0.00 2.30 13.80 12.25 105 C 12 6 2.00 0.15 0.00 0.00 2.30 13.80 12.25 106 C 12 6 1.99 0.15 0.00 0.00 2.29 13.74 12.20 107 L 14 6 9.54 .12 0.00 0.00 9.66 57.96 70.02 108 C 12 6 1.74 0.15 0.00 0.00 2.04 12.24 10.87 109 L 12 6 11.65 .12 0.00 0.00 11.77 70.62 62.71 110 L 12 6 9.54 .12 0.00 0.00 9.66 57.96 51.47 111 C 12 6 1.10 0.15 0.00 0.00 1.40 8.40 7.46 112 C 12 6 1.95 0.15 0.00 0.00 2.25 13.50 11.99 113 L 14 6 11.65 .12 0.00 0.00 11.77 70.62 85.31 114 C 12 6 2.00 0.15 0.00 0.00 2.30 13.80 12.25 115 C 12 6 2.00 0.15 0.00 0.00 2.30 13.80 12.25 116 C 12 6 1.99 0.15 0.00 0.00 2.29 13.74 12.20 117 L 14 6 9.54 .12 0.00 0.00 9.66 57.96 70.02 118 C 12 6 1.74 0.15 0.00 0.00 2.04 12.24 10.87 119 L 12 6 11.65 .12 0.00 0.00 11.77 70.62 62.71 120 L 12 6 9.54 .12 0.00 0.00 9.66 57.96 51.47 121 C 14 6 4.28 .12 0.00 0.00 4.52 27.12 32.76 122 I 12 6 4.23 0.00 0.00 0.12 4.47 26.82 23.82 123 O 10 570 0.35 0.15 0.00 .10 1.20 684.00 422.03 124 O 10 58 .25 .15 0.00 .10 1.00 58.00 35.79 125 C 14 42 1.15 0.15 0.00 0.00 1.45 60.90 73.57 126 C 14 36 0.95 0.15 0.00 0.00 1.25 45.00 54.36 127 C 14 91 1.15 0.15 0.00 0.00 1.45 131.95 159.40 128 C 14 91 1.15 0.15 0.00 0.00 1.45 131.95 159.40 129 O 8 556 0.15 0.15 0.00 0.05 0.70 389.20 153.73 130 I1 12 4 111.03 0.00 0.00 0.00 111.03 444.12 394.38 131 C 12 62 0.95 0.15 0.00 0.00 1.25 77.50 68.82 132 C 12 10 0.95 0.15 0.00 0.00 1.25 12.50 11.10 133 C 12 62 1.94 0.15 0.00 0.00 2.24 138.88 123.33 134 C 14 6 3.55 0.15 0.00 0.00 3.85 23.10 27.90 135 C 12 6 1.60 0.15 0.00 0.00 1.90 11.40 10.12 136 C 12 4 1.20 0.15 0.00 0.00 1.50 6.00 5.33 137 C 12 62 1.94 0.15 0.00 0.00 2.24 138.88 123.33 138 C 12 2 1.78 0.15 0.00 0.00 2.08 4.16 3.69 139 C 12 2 3.71 0.15 0.00 0.00 4.01 8.02 7.12 140 C 12 2 4.68 0.15 0.00 0.00 4.98 9.96 8.84 141 C 12 28 1.10 0.15 0.00 0.00 1.40 39.20 34.81 142 C 12 28 1.95 0.15 0.00 0.00 2.25 63.00 55.94 143 C 12 28 2.00 0.15 0.00 0.00 2.30 64.40 57.19 144 C 12 12 1.00 0.15 0.00 0.00 1.30 15.60 13.85 145 C 12 16 2.00 0.15 0.00 0.00 2.30 36.80 32.68 146 C 12 28 1.99 0.15 0.00 0.00 2.29 64.12 56.94 147 C 12 28 1.74 0.15 0.00 0.00 2.04 57.12 50.72 148 L 12 16 10.79 0.00 0.00 0.15 10.94 175.04 155.44 149 L 12 16 10.10 0.00 0.00 0.15 10.25 164.00 145.63 150 I 12 14 11.63 0.00 0.00 0.15 11.93 167.02 148.31 151 I 12 14 5.98 0.00 0.00 0.15 6.28 87.92 78.07 152 I 12 62 8.68 0.00 0.00 0.15 8.98 556.76 494.40 153 I 12 10 3.68 0.00 0.00 0.15 3.98 39.80 35.34 154 I 12 6 4.81 0.00 0.00 0.15 5.11 30.66 27.23 155 I 12 4 1.08 0.00 0.00 0.15 1.38 5.52 4.90 156 I 12 6 1.48 0.00 0.00 0.15 1.78 10.68 9.48 157 I 12 2 4.56 0.00 0.00 0.15 4.86 9.72 8.63 158 I 12 2 3.59 0.00 0.00 0.15 3.89 7.78 6.91 159 I 12 2 1.66 0.00 0.00 0.15 1.96 3.92 3.48 389.20 742.00 2885.42 677.18 0 0 0 0 0 0 0 153.73 457.81 2562.25 818.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3991.82 \A1;.30 \A1;.18 4 5 6 10 1 2 3 7 8 9 11 13 14 15 16 17 18 Mc225 -79.34516316488444 12 Mc227 Mc230 -79.34516316488444 7d12Mc231 7d12Mc232 5d12Mc233 5d12Mc234 5d12Mc235 1 ±0.00 N. W E N S A A 15d12Mc131 VIGA "T" 11 12 13 14 15 16 17 18 VIGA "T" 7d12Mc230 7d12Mc227 5d12Mc236 5d12Mc236 Mc225 9 12d12Mc141 \A1;3.05 \A1;4.30 \A1;4.70 \A1;.40 \A1;.35 \A1;4.30 \A1;4.70 \A1;3.05 \A1;.40 \A1;.35 \A1;3.65 \A1;3.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.30 \A1;.30 \A1;.30 \A1;.05 ESTRIBOS ESTRIBOS 3d12Mc141 3d12Mc141 3d12Mc141 3d14Mc103 3d14Mc103 3d12Mc109 3d12Mc109 3d12Mc141 3d12Mc141 3d12Mc141 3d14Mc103 3d14Mc103 3d12Mc109 3d12Mc109 86Ed10Mc123 84Ed10Mc123 3d12Mc131 3d12Mc131 3d12Mc131 ESTRIBOS 3d14Mc208 3d12Mc210 48Ed10Mc123 199.5633864900446 199.5633864900446 199.5633864900446 A B C D 199.5633864900446 199.5633864900446 PORTICO EJES 1 Y 2 ESCALA: --------- H 1:50 V 1:25 LOSA NIVEL +3.06 199.5633864900446 199.5633864900446 199.5633864900446 A B C D 199.5633864900446 199.5633864900446 PORTICO EJE 3 ESCALA: --------- H 1:50 V 1:25 LOSA NIVEL +3.06 1 199.5633864900446 199.5633864900446 2 3 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 PORTICO EJES A,B,C Y D ESCALA: --------- H 1:50 V 1:25 LOSA NIVEL +3.06 3d12Mc141 3d12Mc141 199.5633864900446 199.5633864900446 199.5633864900446 199.5633864900446 \A1;.40 \A1;.25 \A1;.05 \A1;.65 \A1;.20 \A1;.25 \A1;.20 \A1;.40 \A1;.25 \A1;.05 \A1;.80 \A1;.28 \A1;.25 \A1;.28 \A1;.65 SECCION DE VIGA VC1 ESCALA --------1:20 CORTE A-A 247.8955333645713 247.8955333645713 247.8955333645713 247.8955333645713 N=-1.44 247.8955333645713 247.8955333645713 247.8955333645713 REPLANTILLO PLANILLADO EN VIGAS 1E d 10 @ 10, 20 MC123 1E d 10 @ 10, 20 MC123 247.8955333645713 247.8955333645713 247.8955333645713 247.8955333645713 247.8955333645713 247.8955333645713 247.8955333645713 N=-1.44 REPLANTILLO PLANILLADO EN VIGAS 247.8955333645713 SECCION DE VIGA VC2 ESCALA ----------1:20 CORTE B-B 2d10Mc131 4d12Mc132 2d10Mc135 2d12Mc136 130d12Mc129 130d10Mc130 190d12Mc133 190d10Mc134 TRASLAPES MINIMOS SI NO SE INDICAN EN LOS PLANOS = 40 DIAMETROS DE \A1;.05 \A1;.30 \A1;.05 \A1;.20 \A1;.05 \A1;2.56 \A1;2.40 \A1;0.30 \A1;0.30 \A1;.05 \A1;2.40 ESTRIBOS SECCION NIVEL TIPO EJES NUMERO C1 ESCALA VERTICAL 12 1:50 Nv.=±0.00 CUADRO DE COLUMNAS DE ESTRIBOS EN COLUMNAS ESQUEMA DE DISTRIBUCION ESCALA: -------------- 1:50 CORTE 1-1' ESCALA ---1:20 1' 1 Nv.=-1.40 Nv.=+3.06 A1-A2-A3-B1-B2-B3 Nv.=+0.15 Nv. -1.44 Nv.=+3.06 Nv.=±0.00 269.5450170729289 269.5450170729289 16EØ10@.10 269.5450170729289 6EØ10@.20 269.5450170729289 Nv.=+5.76 269.5450170729289 269.5450170729289 269.5450170729289 7EØ10@.10 7EØ10@.10 6EØ10@.10 6EØ10@.10 5EØ10@.20 Nv.=+5.76 0.30 x 0.30 269.5450170729289 269.5450170729289 1Ed10 @10y12 Mc225 C1-C2-C3-D1-D2-D3 Nv.=+8.46 269.5450170729289 269.5450170729289 75Ed10Mc225 Nv.=+8.46 4d14Mc223 2d12Mc224 4090.61 \A1;7.70 \A1;1.20 \A1;0.70 \A1;2.40 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.97 \A1;0.50 \A1;0.50 \A1;5.67 \A1;3.94 \A1;12.00 \A1;7.49 \A1;6.63 \A1;12.00 A B 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 1 2 3 4 \A1;7.70 \A1;1.20 \A1;0.70 \A1;2.40 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.97 \A1;0.50 \A1;0.50 \A1;5.67 \A1;3.94 \A1;12.00 \A1;7.49 \A1;6.63 \A1;12.00 A B 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 258.2997454370793 1 2 3 4 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.73 \A1;0.50 \A1;0.50 \A1;3.68 \A1;12.00 \A1;7.73 \A1;6.82 \A1;12.00 \A1;5.67 \A1;9.00 \A1;.65 \A1;.40 \A1;.25 \A1;.05 \A1;1.00 \A1;.25 \A1;.50 \A1;.25 \A1;9.00 \A1;0.65 \A1;9.35 \A1;0.65 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;2.23 \A1;0.65 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;.82 \A1;0.65 \A1;9.00 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;.25 \A1;.50 \A1;4.77 \A1;.50 \A1;9.61 \A1;.05 \A1;.05 \A1;.65 \A1;.25 \A1;.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;1.98 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;1.07 \A1;0.65 \A1;0.50 0.25 0.05 0.20 \A1;0.65 TIPOS DE HIERROS: I g g g a a C b g g L a g b O g a \A1;7.70 \A1;1.20 \A1;0.70 \A1;2.40 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.50 \A1;5.94 \A1;3.94 \A1;7.13 \A1;12.00 1 e Ø 12 mm @ 0.25 \A1;.50 \A1;.05 \A1;.20 \A1;4.00 \A1;1.00 \A1;.40 \A1;.25 \A1;.05 \A1;1.00 \A1;.25 \A1;.50 \A1;.25 \A1;.65 \A1;9.00 \A1;10.19 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;.62 \A1;9.00 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;10.19 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;0.50 0.25 0.05 0.20 \A1;0.65 \A1;0.65 \A1;1.82 \A1;0.65 \A1;0.65 \A1;.25 \A1;.50 \A1;4.77 \A1;.25 \A1;.50 \A1;1.82 \A1;.62 \A1;0.65 \A1;.05 \A1;.20 \A1;4.00 \A1;1.00 \A1;.50 \A1;7.70 \A1;1.20 \A1;0.70 \A1;2.40 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.50 \A1;5.84 \A1;4.35 \A1;6.70 \A1;12.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.73 \A1;0.50 \A1;0.50 \A1;5.48 \A1;4.07 \A1;12.00 \A1;7.57 \A1;6.37 \A1;12.00 \A1;9.00 23d12Mc200 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;9.00 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;9.25 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;0.50 0.25 0.05 0.20 \A1;6.00 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;0.65 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;9.00 \A1;7.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.21 \A1;24.00 \A1;4.41 \A1;2.21 \A1;9.25 112.879503819567 112.879503819567 112.879503819567 112.879503819567 A B 1 2 3 4 5 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 1' 13d12Mc202 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc206 13d12Mc207 13d12Mc207 23d12Mc205 24d12Mc200 24d12Mc200 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;9.00 \A1;7.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.21 \A1;24.00 \A1;4.41 \A1;2.21 \A1;9.25 112.879503819567 112.879503819567 112.879503819567 112.879503819567 A B 1 2 3 4 5 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 112.879503819567 1' 13d12Mc202 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc206 13d12Mc207 13d12Mc207 23d12Mc205 24d12Mc200 24d12Mc200 \A1;2.21 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;9.00 \A1;7.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.21 \A1;24.00 \A1;4.41 \A1;9.25 \A1;.40 \A1;.25 \A1;.05 \A1;1.00 \A1;.25 \A1;.50 \A1;.25 \A1;.65 \A1;9.00 \A1;9.25 \A1;0.65 \A1;0.65 \A1;.05 \A1;.20 \A1;4.00 \A1;1.00 \A1;.50 \A1;2.21 \A1;6.00 \A1;6.00 \A1;4.65 \A1;9.00 \A1;24.00 \A1;4.41 \A1;9.25 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.21 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;6.00 \A1;0.65 \A1;2.21 \A1;6.00 \A1;6.00 \A1;.50 \A1;0.65 \A1;6.00 \A1;6.00 \A1;4.41 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;6.00 \A1;0.65 \A1;.50 \A1;0.65 \A1;6.00 \A1;6.00 \A1;0.50 0.25 0.05 0.20 \A1;9.00 \A1;9.90 \A1;.40 \A1;.25 \A1;.05 \A1;1.00 \A1;.25 \A1;.50 \A1;.25 \A1;.65 \A1;9.00 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;9.90 \A1;.05 \A1;.05 \A1;.65 \A1;.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;6.00 \A1;0.65 \A1;3.84 \A1;6.00 \A1;6.00 \A1;0.65 \A1;0.65 \A1;0.65 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;3.84 \A1;.05 \A1;.20 \A1;4.00 \A1;1.00 \A1;.50 \A1;6.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;5.24 \A1;3.84 \A1;6.00 \A1;9.00 \A1;5.99 \A1;6.00 \A1;6.01 \A1;7.20 \A1;18.00 \A1;5.72 A B 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 1 2 3 4 5 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 129.5697733405527 1' 129.5697733405527 129.5697733405527 13d12Mc202 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc203 129.5697733405527 13d12Mc206 13d12Mc207 13d12Mc207 32d12Mc200 35d12Mc205 35d12Mc200 \A1;6.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;5.24 \A1;3.84 \A1;9.00 \A1;5.99 \A1;6.00 \A1;6.01 \A1;7.20 \A1;18.00 \A1;6.00 \A1;6.00 \A1;9.90 \A1;6.00 \A1;6.00 \A1;6.00 \A1;.50 \A1;6.00 \A1;0.65 \A1;6.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;5.24 \A1;3.84 \A1;6.00 \A1;9.00 \A1;5.99 \A1;6.00 \A1;6.01 \A1;7.20 \A1;18.00 \A1;5.72 A B 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 1 2 3 4 5 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 129.5697734621035 1' 129.5697734621035 129.5697734621035 13d12Mc202 13d12Mc203 13d12Mc203 13d12Mc203 13d12Mc203 129.5697734621035 13d12Mc206 13d12Mc207 13d12Mc207 32d12Mc200 35d12Mc205 35d12Mc200 \A1;9.00 \A1;6.00 \A1;3.84 \A1;18.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;9.90 \A1;18.00 \A1;6.00 \A1;6.00 \A1;27.00 \A1;9.00 \A1;4.50 \A1;4.50 \A1;9.00 \A1;24.00 \A1;6.00 \A1;6.00 \A1;2.80 \A1;26.99 \A1;9.00 \A1;4.50 \A1;4.50 \A1;9.00 \A1;18.00 \A1;24.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.11 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;3.10 \A1;1.20 \A1;7.70 \A1;6.00 \A1;.50 \A1;.75 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.75 \A1;.50 \A1;2.75 \A1;3.00 \A1;2.75 \A1;.50 \A1;.75 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.75 \A1;.50 \A1;7.71 \A1;2.40 \A1;1.20 \A1;3.00 \A1;2.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;2.35 \A1;6.00 \A1;6.00 \A1;1.20 \A1;7.70 \A1;5.04 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.75 \A1;.50 \A1;2.72 \A1;3.00 \A1;2.78 \A1;.50 \A1;.75 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.75 \A1;.50 \A1;.97 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;2.40 \A1;.70 \A1;1.20 \A1;7.70 \A1;.50 \A1;1.14 \A1;1.20 \A1;1.20 \A1;1.20 \A1;2.40 \A1;3.00 \A1;1.20 \A1;1.20 \A1;.50 \A1;.75 M1 \A1;0.99 \A1;0.65 \A1;7.70 \A1;4.00 \A1;4.00 \A1;0.98 \A1;0.65 \A1;0.70 \A1;0.98 \A1;0.65 \A1;4.00 \A1;1.00 \A1;1.20 \A1;0.65 \A1;0.98 \A1;4.00 \A1;0.99 \A1;0.65 \A1;7.70 \A1;4.00 \A1;4.00 \A1;0.98 \A1;0.65 \A1;0.70 \A1;0.65 \A1;0.98 \A1;1.00 \A1;4.00 \A1;1.20 \A1;0.65 \A1;0.98 \A1;4.00 \A1;0.99 \A1;0.65 \A1;7.70 \A1;4.00 \A1;1.20 \A1;0.65 \A1;0.98 \A1;4.00 \A1;3.00 \A1;4.00 \A1;0.98 \A1;0.65 165.4915560034199 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 3 ESCALA 1:100 165.4915560034199 165.4915560034199 165.4915560034199 ZAPATA \A1;4.00 \A1;0.98 \A1;0.65 \A1;3.00 \A1;0.98 \A1;4.00 \A1;0.65 \A1;2.80 \A1;0.99 \A1;0.65 \A1;7.70 \A1;4.00 \A1;1.20 \A1;0.65 \A1;0.98 \A1;4.00 \A1;4.00 \A1;0.98 \A1;0.65 \A1;3.00 \A1;0.98 \A1;4.00 \A1;0.65 \A1;2.80 SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: FECHA: CONTIENE : - Planta de cimentación - Vigas de cimentación LAMINA: - Detalles 1 2 Indicadas PROYECTO: UBICACIÓN: A B 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 PLANTA DE CIMENTACION ESCALA 1 : 100 5 1' 1E d 10 @ 10, 20 5 5 5 5 5 5 5 N=+6.36 REPLANTILLO PLANILLADO EN VIGAS 5 SECCION DE VIGA CIM ESCALA ----------1:20 CORTE B-B ESTRIBOS A 5 B VIG. CIM PORTICO EJES 4, 3 Y 2 ESCALA: --------- H 1:50 V 1:25 5 B B' ESTRIBOS A 5 B VIG. CIM PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 4 3 2 1 5 5 VIG. CIM EJE A ESCALA: --------- H 1:50 V 1:25 5 1' ESTRIBOS 5 5 5 4 3 2 1 5 5 VIG. CIM EJE B ESCALA: --------- H 1:50 V 1:25 5 1' SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: Mayo/2015 FECHA: CONTIENE : LAMINA: - Detalles - Losas 2 2 Indicadas PROYECTO: CEMENTERIO EN POMASQUI UBICACIÓN: SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJES 4, 3 y 2 ESCALA: --------- H 1:50 V 1:25 5 5 ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 4 3 2 1 5 5 PORTICO EJE A ESCALA: --------- H 1:50 V 1:25 5 1' LOSA Nv.+12.00 ESTRIBOS 5 5 5 4 3 2 1 5 5 PORTICO EJE B ESCALA: --------- H 1:50 V 1:25 5 1' LOSA Nv.+12.00 CORTE VIGA 5 5 5 5 5 ESCALA 1:10 - Vigas 3d14Mc216 3d14Mc218 3d14Mc219 3d14Mc221 3d14Mc225 3d14Mc227 3d14Mc228 3d14Mc230 63Ed10Mc234 66Ed10Mc235 139Ed10Mc236 133Ed10Mc237 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 EL MISMO QUE DEBE SER VERIFICADO EN OBRA. LA CIMENTACION SE DISEÑO CON UN ESFUERZO DEL SUELO qa=1.80 Kg/cm2, BASADO EN LA NORMA ECUATORIANA DE LA CONSTRUCCION NEC-11 PUBLICADA MEDIANTE DECRETO EJECUTIVO N° 705 DEL 06 DE ABRIL DEL 2011 LA VARILLA RECUBRIMIENTO MINIMO: 5 cm TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 LOSAS CUBIERTA NIVEL +12.00 ESCALA 1 : 100 1' - Muros CEMENTERIO EN POMASQUI SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI Mayo/2015 Nv.=+8.00 Nv. +6.36 Nv.=+7.80 5 5 Nv.=+12.00 5 5 5 DETALLE ARMADO MURO ESCALA 1:50 1 e Ø 12 mm @ 0.25 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 33.58 2160.51 47.53 T O T A L HORMIGON SIMPLE, f'c=210 kg/cm2 0,98 m2/ml m 36,78 36,04 Volumen total m3 ACERO DE REFUERZO, fy=4200 kg/cm2 RESUMEN DE MUROS LONGITUD m d PESO kg PESO qq 10 1029.84 634.61 13.96 12 1718.36 1525.90 3d14Mc100 3d14Mc101 3d14Mc102 3d14Mc103 67Ed10Mc104 3d14Mc105 3d14Mc106 3d14Mc107 3d14Mc108 71Ed10Mc109 3d14Mc110 3d14Mc111 3d14Mc112 3d14Mc113 3d14Mc114 3d16Mc115 3d16Mc116 3d14Mc117 3d14Mc118 139Ed10Mc119 3d14Mc120 3d14Mc121 3d14Mc122 3d14Mc123 3d14Mc124 3d16Mc125 3d16Mc126 3d14Mc127 3d14Mc128 139Ed10Mc129 2d10Mc132 4d12Mc133 TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a CORTE TIPO EN LOSA ALIVIANAMIENTO BLOQUE VIGA 50X65 0,15 0,40 0,15 0,05 0,15 0,20 HORMIGON ESCALA 1:10 24d12Mc205 24d12Mc200 24d12Mc201 13d12Mc202 13d12Mc203 13d12Mc204 13d12Mc206 13d12Mc207 4d18Mc209 4d18Mc211 4d18Mc213 4d18Mc215 4d18Mc217 4d18Mc222 4d18Mc223 4d18Mc224 4d18Mc220 3d14Mc208 3d14Mc210 4d18Mc231 4d18Mc226 4d18Mc232 4d18Mc233 4d18Mc229 3d14Mc212 3d14Mc214 BLOQUES (u) = 301 SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: FECHA: CONTIENE : - Planta de cimentación - Vigas de cimentación LAMINA: - Detalles 1 2 Indicadas PROYECTO: UBICACIÓN: 1E d 10 @ 10, 20 5 5 5 5 5 5 5 N=+6.36 REPLANTILLO PLANILLADO EN VIGAS 5 SECCION DE VIGA CIM ESCALA ----------1:20 CORTE B-B ESTRIBOS A 5 B VIG. CIM PORTICO EJES 4, 3 Y 2 ESCALA: --------- H 1:50 V 1:25 5 B B' ESTRIBOS A 5 B VIG. CIM PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 4 3 2 1 5 5 VIG. CIM EJE A ESCALA: --------- H 1:50 V 1:25 5 1' ESTRIBOS 5 5 5 4 3 2 1 5 5 VIG. CIM EJE B ESCALA: --------- H 1:50 V 1:25 5 1' SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: Mayo/2015 FECHA: CONTIENE : LAMINA: - Detalles - Losas 2 2 Indicadas PROYECTO: CEMENTERIO EN POMASQUI UBICACIÓN: SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJES 4, 3 y 2 ESCALA: --------- H 1:50 V 1:25 5 5 ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 4 3 2 1 5 5 PORTICO EJE A ESCALA: --------- H 1:50 V 1:25 5 1' LOSA Nv.+12.00 ESTRIBOS 5 5 5 4 3 2 1 5 5 PORTICO EJE B ESCALA: --------- H 1:50 V 1:25 5 1' LOSA Nv.+12.00 CORTE VIGA 5 5 5 5 5 ESCALA 1:10 - Vigas 3d14Mc216 3d14Mc218 3d14Mc219 3d14Mc221 3d14Mc225 3d14Mc227 3d14Mc228 63Ed10Mc234 139Ed10Mc236 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 EL MISMO QUE DEBE SER VERIFICADO EN OBRA. LA CIMENTACION SE DISEÑO CON UN ESFUERZO DEL SUELO qa=1.80 Kg/cm2, BASADO EN LA NORMA ECUATORIANA DE LA CONSTRUCCION NEC-11 PUBLICADA MEDIANTE DECRETO EJECUTIVO N° 705 DEL 06 DE ABRIL DEL 2011 LA VARILLA RECUBRIMIENTO MINIMO: 5 cm TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a - Muros CEMENTERIO EN POMASQUI SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI Mayo/2015 Nv.=+8.00 Nv. +6.36 Nv.=+7.80 5 5 Nv.=+12.00 5 5 5 DETALLE ARMADO MURO ESCALA 1:50 1 e Ø 12 mm @ 0.25 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 3d14Mc100 3d14Mc101 3d14Mc102 3d14Mc103 67Ed10Mc104 3d14Mc106 3d14Mc108 3d14Mc110 3d14Mc111 3d14Mc113 3d14Mc114 3d16Mc115 3d16Mc116 3d14Mc118 3d14Mc120 3d14Mc121 3d14Mc123 3d14Mc124 3d16Mc125 3d16Mc126 3d14Mc128 TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a CORTE TIPO EN LOSA ALIVIANAMIENTO BLOQUE VIGA 50X65 0,15 0,40 0,15 0,05 0,15 0,20 HORMIGON ESCALA 1:10 4d18Mc209 4d18Mc211 4d18Mc217 4d18Mc222 4d18Mc223 3d14Mc208 3d14Mc210 4d18Mc231 4d18Mc226 4d18Mc232 3d14Mc212 3d14Mc214 1 2 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 LOSAS CUBIERTA NIVEL +12.00 ESCALA 1 : 100 1' 13d12Mc202 13d12Mc203 13d12Mc204 13d12Mc206 13d12Mc207 23d12Mc200 23d12Mc201 23d12Mc205 3d14Mc230 131Ed10Mc237 A B 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 PLANTA DE CIMENTACION ESCALA 1 : 100 5 1' 69Ed10Mc235 75Ed10Mc109 4d18Mc213 4d18Mc215 4d18Mc220 4d18Mc224 4d18Mc229 4d18Mc233 3d14Mc105 3d14Mc107 137Ed10Mc119 3d14Mc112 3d14Mc117 134Ed10Mc129 3d14Mc122 3d14Mc127 33.44 2151.70 47.34 T O T A L HORMIGON SIMPLE, f'c=210 kg/cm2 0,98 m2/ml m 36,63 35,89 Volumen total m3 ACERO DE REFUERZO, fy=4200 kg/cm2 RESUMEN DE MUROS LONGITUD m d PESO kg PESO qq 10 1025.64 632.02 13.90 12 1711.35 1519.68 BLOQUES (u) = 281 13d12Mc238 13d12Mc238 PLANILLA DE ACEROS MARCAS 200 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 2 200 C 12 24 2.25 0.15 0.00 0.00 2.55 61.20 54.35 201 C 12 24 2.25 0.15 0.00 0.00 2.55 61.20 54.35 202 C 12 13 1.77 0.15 0.00 0.00 2.07 26.91 23.90 203 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 204 C 12 13 2.04 0.15 0.00 0.00 2.34 30.42 27.01 205 I 12 24 9.17 0.00 0.00 0.15 9.47 227.28 201.82 206 L 12 13 11.10 0.00 0.00 0.15 11.25 146.25 129.87 207 L 12 13 9.26 0.00 0.00 0.15 9.41 122.33 108.63 208 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 209 C 18 4 9.00 0.15 0.00 0.00 9.30 37.20 74.40 210 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 211 I 18 4 9.00 0.00 0.00 0.15 9.30 37.20 74.40 212 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 213 C 18 4 9.00 0.15 0.00 0.00 9.30 37.20 74.40 214 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 215 I 18 4 9.00 0.00 0.00 0.15 9.30 37.20 74.40 216 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 217 L 18 4 9.00 0.15 0.00 0.00 9.15 36.60 73.20 218 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 219 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 220 L 18 4 11.25 0.15 0.00 0.00 11.40 45.60 91.20 221 C 14 3 2.10 0.15 0.00 0.00 2.40 7.20 8.70 222 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 223 I1 18 4 6.75 0.00 0.00 0.00 6.75 27.00 54.00 224 L 18 4 6.93 0.15 0.00 0.00 7.08 28.32 56.64 225 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 226 L 18 4 9.00 0.15 0.00 0.00 9.15 36.60 73.20 227 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 228 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 229 L 18 4 11.25 0.15 0.00 0.00 11.40 45.60 91.20 230 C 14 3 1.19 0.15 0.00 0.00 1.49 4.47 5.40 231 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 232 I1 18 4 6.75 0.00 0.00 0.00 6.75 27.00 54.00 233 L 18 4 6.02 0.15 0.00 0.00 6.17 24.68 49.36 234 O 10 63 0.60 0.45 0.00 .10 2.30 144.90 89.40 235 O 10 66 0.60 0.45 0.00 .10 2.30 151.80 93.66 236 O 10 139 0.60 0.45 0.00 .10 2.30 319.70 197.25 237 O 10 133 0.60 0.45 0.00 .10 2.30 305.90 188.74 238 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 0 922.30 761.91 98.97 0 483.40 0 0 0 0 0 0.00 569.06 676.58 119.56 0.00 966.80 0.00 0.00 0.00 0.00 0.00 2332.00 PLANILLA DE ACEROS MARCAS 200 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 2 200 C 12 23 2.25 0.15 0.00 0.00 2.55 58.65 52.08 201 C 12 23 2.25 0.15 0.00 0.00 2.55 58.65 52.08 202 C 12 13 1.77 0.15 0.00 0.00 2.07 26.91 23.90 203 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 204 C 12 13 2.04 0.15 0.00 0.00 2.34 30.42 27.01 205 I 12 23 9.17 0.00 0.00 0.15 9.47 217.81 193.42 206 L 12 13 11.10 0.00 0.00 0.15 11.25 146.25 129.87 207 L 12 13 8.82 0.00 0.00 0.15 8.97 116.61 103.55 208 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 209 C 18 4 9.00 0.15 0.00 0.00 9.30 37.20 74.40 210 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 211 I 18 4 9.00 0.00 0.00 0.15 9.30 37.20 74.40 212 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 213 C 18 4 10.19 0.15 0.00 0.00 10.49 41.96 83.92 214 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 215 I 18 4 10.19 0.00 0.00 0.15 10.49 41.96 83.92 216 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 217 L 18 4 9.00 0.15 0.00 0.00 9.15 36.60 73.20 218 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 219 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 220 L 18 4 11.09 0.15 0.00 0.00 11.24 44.96 89.92 221 C 14 3 2.10 0.15 0.00 0.00 2.40 7.20 8.70 222 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 223 I1 18 4 6.75 0.00 0.00 0.00 6.75 27.00 54.00 224 L 18 4 6.77 0.15 0.00 0.00 6.92 27.68 55.36 225 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 226 L 18 4 9.00 0.15 0.00 0.00 9.15 36.60 73.20 227 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 228 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 229 L 18 4 9.90 0.15 0.00 0.00 10.05 40.20 80.40 230 C 14 3 1.71 0.15 0.00 0.00 2.01 6.03 7.28 231 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 232 I1 18 4 6.75 0.00 0.00 0.00 6.75 27.00 54.00 233 L 18 4 5.57 0.15 0.00 0.00 5.72 22.88 45.76 234 O 10 63 0.60 0.45 0.00 .10 2.30 144.90 89.40 235 O 10 69 0.60 0.45 0.00 .10 2.30 158.70 97.92 236 O 10 139 0.60 0.45 0.00 .10 2.30 319.70 197.25 237 O 10 131 0.60 0.45 0.00 .10 2.30 301.30 185.90 238 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 0 924.60 741.62 100.53 0 484.44 0 0 0 0 0 0.00 570.48 658.56 121.44 0.00 968.88 0.00 0.00 0.00 0.00 0.00 2319.36 SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: Mayo/2015 FECHA: CONTIENE : LAMINA: - Detalles - Losas 2 2 Indicadas PROYECTO: CEMENTERIO EN POMASQUI UBICACIÓN: SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJES 5, 4, 3, 2 y 1 ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 5 4 3 2 5 5 PORTICO EJE A ESCALA: --------- H 1:50 V 1:25 5 1 LOSA Nv.+12.00 ESTRIBOS 5 5 5 4 3 5 PORTICO EJE B ESCALA: --------- H 1:50 V 1:25 5 LOSA Nv.+12.00 CORTE VIGA 5 5 5 5 5 ESCALA 1:10 - Vigas 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 EL MISMO QUE DEBE SER VERIFICADO EN OBRA. LA CIMENTACION SE DISEÑO CON UN ESFUERZO DEL SUELO qa=1.80 Kg/cm2, BASADO EN LA NORMA ECUATORIANA DE LA CONSTRUCCION NEC-11 PUBLICADA MEDIANTE DECRETO EJECUTIVO N° 705 DEL 06 DE ABRIL DEL 2011 LA VARILLA RECUBRIMIENTO MINIMO: 5 cm LOSAS CUBIERTA NIVEL +12.00 ESCALA 1 : 100 5 5 5 5 A B 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1' SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: FECHA: CONTIENE : - Planta de cimentación - Vigas de cimentación LAMINA: - Detalles 1 2 Indicadas PROYECTO: UBICACIÓN: 1E d 10 @ 10, 20 5 5 5 5 5 5 5 N=+6.36 REPLANTILLO PLANILLADO EN VIGAS 5 SECCION DE VIGA CIM ESCALA ----------1:20 CORTE B-B ESTRIBOS A 5 B VIG. CIM PORTICO EJES 5, 4, 3, 2 Y 1 ESCALA: --------- H 1:50 V 1:25 5 B B' ESTRIBOS A 5 B VIG. CIM PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 - Muros CEMENTERIO EN POMASQUI SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI Mayo/2015 Nv.=+8.00 Nv. +6.36 Nv.=+7.80 5 5 Nv.=+12.00 5 5 5 DETALLE ARMADO MURO ESCALA 1:50 1 e Ø 12 mm @ 0.25 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a 1' 5 2 5 1 5 5 1' CORTE TIPO EN LOSA ALIVIANAMIENTO BLOQUE VIGA 50X65 0,15 0,40 0,15 0,05 0,15 0,20 HORMIGON ESCALA 1:10 3 34d12Mc201 36d12Mc202 13d12Mc203 13d12Mc204 13d12Mc205 13d12Mc206 13d12Mc207 36d12Mc208 13d12Mc209 13d12Mc210 13d12Mc211 3d14Mc212 4d18Mc213 3d14Mc214 4d18Mc215 63Ed10Mc216 3d14Mc217 4d18Mc218 3d14Mc219 4d18Mc220 63Ed10Mc221 3d14Mc222 4d18Mc223 3d14Mc224 4d18Mc225 3d14Mc226 3d14Mc227 4d18Mc228 3d14Mc229 4d18Mc230 4d18Mc231 4d18Mc232 192Ed10Mc233 3d14Mc234 4d18Mc235 3d14Mc236 4d18Mc237 3d14Mc238 4d18Mc239 3d14Mc240 3d14Mc241 4d18Mc242 3d14Mc243 4d18Mc244 4d18Mc245 4d18Mc246 206Ed10Mc247 PLANILLA DE ACEROS MARCAS 200 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 2 201 C 12 34 2.25 0.15 0.00 0.00 2.55 86.70 76.99 202 C 12 36 2.25 0.15 0.00 0.00 2.55 91.80 81.52 203 C 12 13 1.77 0.15 0.00 0.00 2.07 26.91 23.90 204 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 205 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 206 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 207 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 208 I 12 36 9.17 0.00 0.00 0.15 9.47 340.92 302.74 209 L 12 13 10.85 0.00 0.00 0.15 11.00 143.00 126.98 210 I 12 13 9.70 0.00 0.00 0.15 10.00 130.00 115.44 211 L 12 13 9.97 0.00 0.00 0.15 10.12 131.56 116.83 212 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 213 C 18 4 9.00 0.15 0.00 0.00 9.30 37.20 74.40 214 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 215 I 18 4 9.00 0.00 0.00 0.15 9.30 37.20 74.40 216 O 10 63 0.60 0.45 0.00 .10 2.30 144.90 89.40 217 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 218 C 18 4 9.25 0.15 0.00 0.00 9.55 38.20 76.40 219 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 220 I 18 4 9.25 0.00 0.00 0.15 9.55 38.20 76.40 221 O 10 63 0.60 0.45 0.00 .10 2.30 144.90 89.40 222 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 223 L 18 4 9.53 0.15 0.00 0.00 9.68 38.72 77.44 224 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 225 I 18 4 6.59 0.00 0.00 0.00 6.59 26.36 52.72 226 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 227 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 228 L 18 4 11.90 0.15 0.00 0.00 12.05 48.20 96.40 229 C 14 3 3.94 .15 0.00 0.00 4.24 12.72 15.37 230 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 231 I1 18 4 10.52 0.00 0.00 0.00 10.52 42.08 84.16 232 L 18 4 9.64 0.15 0.00 0.00 9.79 39.16 78.32 233 O 10 192 0.60 .45 0.00 .10 2.30 441.60 272.47 234 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 235 L 18 4 9.53 0.15 0.00 0.00 9.68 38.72 77.44 236 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 237 I 18 4 6.59 0.00 0.00 0.00 6.59 26.36 52.72 238 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 239 L 18 4 7.20 0.15 0.00 0.00 7.35 29.40 58.80 240 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 241 C 14 3 2.79 0.15 0.00 0.00 3.09 9.27 11.20 242 L 18 4 7.63 0.15 0.00 0.00 7.78 31.12 62.24 243 C 14 3 1.16 .15 0.00 0.00 1.46 4.38 5.29 244 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 245 I1 18 4 10.52 0.00 0.00 0.00 10.52 42.08 84.16 246 L 18 4 11.83 0.15 0.00 0.00 11.98 47.92 95.84 247 O 10 206 0.60 .45 0.00 .10 2.30 473.80 292.33 0 1205.20 1123.53 135.03 0 624.12 0 0 0 0 0 0.00 743.61 997.69 163.12 0.00 1248.24 0.00 0.00 0.00 0.00 0.00 3152.66 BLOQUES (u) = 437 A B 1 2 3 4 5 5 5 5 5 1' 5 5 5 5 5 45.89 2952.67 64.96 T O T A L HORMIGON SIMPLE, f'c=210 kg/cm2 0,98 m2/ml m 50,26 49,25 Volumen total m3 ACERO DE REFUERZO, fy=4200 kg/cm2 RESUMEN DE MUROS LONGITUD m d PESO kg PESO qq 10 1407.43 867.29 19.07 12 2348.40 2085.38 ESTRIBOS 5 5 5 5 4 3 2 5 5 5 1 LOSA Nv.+12.00 1' 5 VIG. CIM EJE A ESCALA: --------- H 1:50 V 1:25 PLANTA DE CIMENTACION ESCALA 1 : 100 ESTRIBOS 5 5 5 4 3 5 PORTICO EJE B ESCALA: --------- H 1:50 V 1:25 5 LOSA Nv.+12.00 2 5 1 5 1' 5 3d14Mc100 3d14Mc101 3d14Mc102 3d14Mc103 67Ed10Mc104 3d14Mc109 3d14Mc110 3d14Mc111 3d14Mc112 70Ed10Mc113 3d14Mc114 3d14Mc115 3d14Mc116 3d14Mc117 3d14Mc118 3d16Mc119 3d16Mc120 3d14Mc121 3d16Mc122 3d14Mc123 3d14Mc124 192Ed10Mc125 3d14Mc126 3d14Mc127 3d14Mc128 3d14Mc129 206Ed10Mc130 3d14Mc131 3d14Mc132 3d16Mc133 3d16Mc134 3d14Mc135 3d16Mc136 3d14Mc137 3d16Mc138 3d14Mc139 3d14Mc140 2d10Mc107 4d12Mc108 4 SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: Mayo/2015 FECHA: CONTIENE : LAMINA: - Detalles - Losas 2 2 Indicadas PROYECTO: CEMENTERIO EN POMASQUI UBICACIÓN: SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJES 5, 4, 3, 2 y 1 ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 A D 5 5 5 5 LOSA Nv.+12.00 5 PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 ESTRIBOS 5 5 5 5 4 3 2 5 5 PORTICO EJE A ESCALA: --------- H 1:50 5 1 LOSA Nv.+12.00 CORTE VIGA 5 5 5 5 5 ESCALA 1:10 - Vigas 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 EL MISMO QUE DEBE SER VERIFICADO EN OBRA. LA CIMENTACION SE DISEÑO CON UN ESFUERZO DEL SUELO qa=1.80 Kg/cm2, BASADO EN LA NORMA ECUATORIANA DE LA CONSTRUCCION NEC-11 PUBLICADA MEDIANTE DECRETO EJECUTIVO N° 705 DEL 06 DE ABRIL DEL 2011 LA VARILLA RECUBRIMIENTO MINIMO: 5 cm LOSAS CUBIERTA NIVEL +12.00 ESCALA 1 : 100 SELLOS MUNICIPALES: PROPIETARIO : DISENO ESTRUCTURAL: Indicadas ESCALAS: FECHA: CONTIENE : - Planta de cimentación - Vigas de cimentación LAMINA: - Detalles 1 2 Indicadas PROYECTO: UBICACIÓN: 1E d 10 @ 10, 20 5 5 5 5 5 5 5 N=+6.36 REPLANTILLO PLANILLADO EN VIGAS 5 SECCION DE VIGA CIM ESCALA ----------1:20 CORTE B-B ESTRIBOS A 5 B VIG. CIM PORTICO EJES 5, 4, 3, 2 Y 1 ESCALA: --------- H 1:50 V 1:25 5 B B' ESTRIBOS A 5 B VIG. CIM PORTICO EJE 1' ESCALA: --------- H 1:50 V 1:25 5 - Muros CEMENTERIO EN POMASQUI SECTOR: JHON F. KENNEDY DISTRITO METROPOLITANO DE QUITO - PARROQUIA POMASQUI Mayo/2015 Nv.=+8.00 Nv. +6.36 Nv.=+7.80 5 5 Nv.=+12.00 5 5 5 DETALLE ARMADO MURO ESCALA 1:50 1 e Ø 12 mm @ 0.25 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 TIPOS DE HIERROS: I g g g a a C g b g L a g b O g a 1' 5 CORTE TIPO EN LOSA ALIVIANAMIENTO BLOQUE VIGA 50X65 0,15 0,40 0,15 0,05 0,15 0,20 HORMIGON ESCALA 1:10 BLOQUES (u) = 408 44.39 2856.74 62.84 T O T A L HORMIGON SIMPLE, f'c=210 kg/cm2 0,98 m2/ml m 48,62 47,65 Volumen total m3 ACERO DE REFUERZO, fy=4200 kg/cm2 RESUMEN DE MUROS LONGITUD m d PESO kg PESO qq 10 1361.71 839.11 18.45 12 2272.10 2017.63 ESTRIBOS 5 5 5 5 4 3 2 5 5 5 1 LOSA Nv.+12.00 1' 5 VIG. CIM EJE A ESCALA: --------- H 1:50 V 1:25 PLANTA DE CIMENTACION ESCALA 1 : 100 ESTRIBOS 5 5 5 4 3 5 PORTICO EJE B ESCALA: --------- H 1:50 V 1:25 5 LOSA Nv.+12.00 2 5 1 5 A B 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 1' 5 5 5 5 ESTRIBOS 5 5 5 5 4 3 2 5 5 PORTICO EJE B ESCALA: --------- H 1:50 5 1 LOSA Nv.+12.00 35d12Mc201 32d12Mc202 13d12Mc203 13d12Mc204 13d12Mc205 13d12Mc206 13d12Mc207 35d12Mc208 13d12Mc209 13d12Mc210 13d12Mc211 3d14Mc212 4d18Mc213 3d14Mc214 4d18Mc215 63Ed10Mc216 3d14Mc217 4d18Mc218 3d14Mc219 4d18Mc220 67Ed10Mc221 3d14Mc222 4d18Mc223 3d14Mc224 4d18Mc225 3d14Mc226 3d14Mc227 4d18Mc228 4d18Mc229 3d14Mc230 4d18Mc231 4d18Mc232 4d18Mc233 208Ed10Mc234 3d14Mc235 4d18Mc236 3d14Mc237 4d18Mc238 3d14Mc239 3d14Mc240 4d18Mc241 3d14Mc242 4d18Mc243 4d18Mc244 4d18Mc245 175Ed10Mc246 PLANILLA DE ACEROS MARCAS 200 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 2 201 C 12 35 2.25 .15 0.00 0.00 2.55 89.25 79.25 202 C 12 32 2.25 .15 0.00 0.00 2.55 81.60 72.46 203 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 204 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 205 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 206 C 12 13 3.02 0.15 0.00 0.00 3.32 43.16 38.33 207 C 12 13 1.77 0.15 0.00 0.00 2.07 26.91 23.90 208 I 12 35 9.17 0.00 0.00 0.15 9.47 331.45 294.33 209 L 12 13 11.10 0.00 0.00 0.15 11.25 146.25 129.87 210 L 12 13 8.82 0.00 0.00 0.15 8.97 116.61 103.55 211 L 12 13 8.82 0.00 0.00 0.15 8.97 116.61 103.55 212 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 213 C 18 4 9.00 0.15 0.00 0.00 9.30 37.20 74.40 214 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 215 I 18 4 9.00 0.00 0.00 0.15 9.30 37.20 74.40 216 O 10 63 0.60 0.45 0.00 .10 2.30 144.90 89.40 217 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 218 C 18 4 9.90 .15 0.00 0.00 10.20 40.80 81.60 219 C 14 3 2.39 0.15 0.00 0.00 2.69 8.07 9.75 220 I 18 4 9.90 0.00 0.00 0.15 10.20 40.80 81.60 221 O 10 67 0.60 .45 0.00 .10 2.30 154.10 95.08 222 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 223 L 18 4 9.53 0.15 0.00 0.00 9.68 38.72 77.44 224 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 225 I 18 4 6.59 0.00 0.00 0.00 6.59 26.36 52.72 226 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 227 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 228 I 18 4 7.00 0.00 0.00 0.00 7.00 28.00 56.00 229 L 18 4 7.28 0.15 0.00 0.00 7.43 29.72 59.44 230 C 14 3 5.57 .15 0.00 0.00 5.87 17.61 21.27 231 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 232 I1 18 4 10.52 0.00 0.00 0.00 10.52 42.08 84.16 233 L 18 4 11.27 0.15 0.00 0.00 11.42 45.68 91.36 234 O 10 208 0.60 .45 0.00 .10 2.30 478.40 295.17 235 C 14 3 1.75 0.15 0.00 0.00 2.05 6.15 7.43 236 L 18 4 9.53 0.15 0.00 0.00 9.68 38.72 77.44 237 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 238 I 18 4 6.59 0.00 0.00 0.00 6.59 26.36 52.72 239 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 240 C 14 3 3.26 0.15 0.00 0.00 3.56 10.68 12.90 241 L 18 4 9.69 0.15 0.00 0.00 9.84 39.36 78.72 242 C 14 3 1.73 .15 0.00 0.00 2.03 6.09 7.36 243 L 18 4 7.75 0.15 0.00 0.00 7.90 31.60 63.20 244 I1 18 4 10.52 0.00 0.00 0.00 10.52 42.08 84.16 245 L 18 4 7.43 0.15 0.00 0.00 7.58 30.32 60.64 246 O 10 175 0.60 .45 0.00 .10 2.30 402.50 248.34 0 1179.90 1081.32 132.36 0 606.60 0 0 0 0 0 0.00 728.00 960.21 159.89 0.00 1213.20 0.00 0.00 0.00 0.00 0.00 3061.30 A B 5 5 5 1 2 3 4 5 5 1' 5 5 5 5 5 3d14Mc100 3d14Mc101 3d14Mc102 3d14Mc103 67Ed10Mc104 3d14Mc109 3d14Mc110 3d14Mc111 3d14Mc112 73Ed10Mc113 3d14Mc114 3d14Mc115 3d14Mc116 3d14Mc117 3d14Mc118 3d16Mc119 3d16Mc120 3d14Mc121 3d16Mc122 3d14Mc123 3d14Mc124 3d14Mc125 212Ed10Mc126 3d14Mc127 3d14Mc128 3d14Mc129 3d14Mc130 3d14Mc131 3d16Mc132 3d16Mc133 3d14Mc134 3d16Mc135 3d14Mc136 3d14Mc137 178Ed10Mc138 375d12Mc130 375d10Mc131 545d12Mc105 545d10Mc106 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 1 100 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 101 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 102 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 103 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 104 O 10 67 0.60 0.45 0.00 .10 2.30 154.10 95.08 105 C 14 3 9.35 0.15 0.00 0.00 9.65 28.95 34.97 106 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 107 C 14 3 9.35 0.15 0.00 0.00 9.65 28.95 34.97 108 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 109 O 10 71 0.60 0.45 0.00 .10 2.30 163.30 100.76 110 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 111 I 14 3 6.75 0.00 0.00 0.00 6.75 20.25 24.46 112 L 14 3 7.23 0.15 0.00 0.00 7.38 22.14 26.75 113 L 14 3 1.93 0.15 0.00 0.00 2.08 6.24 7.54 114 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 115 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 116 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 117 L 14 3 11.10 0.15 0.00 0.00 11.25 33.75 40.77 118 L 14 3 2.25 0.15 0.00 0.00 2.40 7.20 8.70 119 O 10 139 0.60 0.45 0.00 .10 2.30 319.70 197.25 120 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 121 I 14 3 6.75 0.00 0.00 0.00 6.75 20.25 24.46 122 L 14 3 6.32 0.15 0.00 0.00 6.47 19.41 23.45 123 L 14 3 1.93 0.15 0.00 0.00 2.08 6.24 7.54 124 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 125 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 126 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 127 L 14 3 11.10 0.15 0.00 0.00 11.25 33.75 40.77 128 L 14 3 2.03 0.15 0.00 0.00 2.18 6.54 7.90 129 O 10 139 0.60 0.45 0.00 .10 2.30 319.70 197.25 130 I 12 375 .90 0.00 0.00 0.15 1.20 450.00 399.60 131 I 10 375 .40 0.00 0.00 0.15 .70 262.50 161.96 132 I1 10 2 74.90 0.00 0.00 .00 74.90 149.80 92.43 133 I1 12 4 74.90 0.00 0.00 .00 74.90 299.60 266.04 0 1369.10 749.60 431.13 39.12 0 0 0 0 0 0 0.00 844.73 665.64 520.81 61.73 0.00 0.00 0.00 0.00 0.00 0.00 2092.91 2d10Mc132 4d12Mc133 374d12Mc130 374d10Mc131 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 1 100 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 101 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 102 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 103 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 104 O 10 67 0.60 0.45 0.00 .10 2.30 154.10 95.08 105 C 14 3 10.19 0.15 0.00 0.00 10.49 31.47 38.02 106 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 107 C 14 3 10.19 0.15 0.00 0.00 10.49 31.47 38.02 108 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 109 O 10 75 0.60 0.45 0.00 .10 2.30 172.50 106.43 110 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 111 I 14 3 6.75 0.00 0.00 0.00 6.75 20.25 24.46 112 L 14 3 6.82 0.15 0.00 0.00 6.97 20.91 25.26 113 L 14 3 1.93 0.15 0.00 0.00 2.08 6.24 7.54 114 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 115 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 116 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 117 L 14 3 11.04 0.15 0.00 0.00 11.19 33.57 40.55 118 L 14 3 2.25 0.15 0.00 0.00 2.40 7.20 8.70 119 O 10 137 0.60 0.45 0.00 .10 2.30 315.10 194.42 120 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 121 I 14 3 6.75 0.00 0.00 0.00 6.75 20.25 24.46 122 L 14 3 6.12 0.15 0.00 0.00 6.27 18.81 22.72 123 L 14 3 1.93 0.15 0.00 0.00 2.08 6.24 7.54 124 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 125 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 126 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 127 L 14 3 10.35 0.15 0.00 0.00 10.50 31.50 38.05 128 L 14 3 2.03 0.15 0.00 0.00 2.18 6.54 7.90 129 O 10 134 0.60 0.45 0.00 .10 2.30 308.20 190.16 130 I 12 374 .90 0.00 0.00 0.15 1.20 448.80 398.53 131 I 10 374 .40 0.00 0.00 0.15 0.70 261.80 161.53 132 I1 10 2 74.65 0.00 0.00 .00 74.65 149.30 92.12 133 I1 12 4 74.65 0.00 0.00 .00 74.65 298.60 265.16 0 1361.00 747.40 431.91 39.12 0 0 0 0 0 0 0.00 839.74 663.69 521.75 61.73 0.00 0.00 0.00 0.00 0.00 0.00 2086.91 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 1 100 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 101 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 102 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 103 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 104 O 10 67 0.60 0.45 0.00 .10 2.30 154.10 95.08 105 I 12 545 .90 0.00 0.00 0.15 1.20 654.00 580.75 106 I 10 545 .40 0.00 0.00 0.15 0.70 381.50 235.39 107 I1 10 2 108.87 0.00 0.00 .00 108.87 217.74 134.35 108 I1 12 4 108.87 0.00 0.00 .00 108.87 435.48 386.71 109 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 110 C 14 3 9.25 0.15 0.00 0.00 9.55 28.65 34.61 111 C 14 3 9.25 0.15 0.00 0.00 9.55 28.65 34.61 112 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 113 O 10 70 0.60 0.45 0.00 .10 2.30 161.00 99.34 114 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 115 L 14 3 10.52 0.15 0.00 0.00 10.67 32.01 38.67 116 L 14 3 9.94 0.15 0.00 0.00 10.09 30.27 36.57 117 L 14 3 2.18 0.15 0.00 0.00 2.33 6.99 8.44 118 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 119 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 120 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 121 L 14 3 7.34 0.15 0.00 0.00 7.49 22.47 27.14 122 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 123 L 14 3 11.35 0.15 0.00 0.00 11.50 34.50 41.68 124 L 14 3 4.14 0.15 0.00 0.00 4.29 12.87 15.55 125 O 10 192 0.60 .45 0.00 .10 2.30 441.60 272.47 126 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 127 I 14 3 10.52 0.00 0.00 0.00 10.52 31.56 38.12 128 I 14 3 6.77 0.00 0.00 0.00 6.77 20.31 24.53 129 L 14 3 6.10 0.15 0.00 0.00 6.25 18.75 22.65 130 O 10 206 0.60 .45 0.00 .10 2.30 473.80 292.33 131 L 14 3 2.43 0.15 0.00 0.00 2.58 7.74 9.35 132 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 133 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 134 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 135 L 14 3 6.59 0.15 0.00 0.00 6.74 20.22 24.43 136 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 137 L 14 3 7.20 0.15 0.00 0.00 7.35 22.05 26.64 138 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 139 L 14 3 7.83 0.15 0.00 0.00 7.98 23.94 28.92 140 L 14 3 2.18 0.15 0.00 0.00 2.33 6.99 8.44 0 1829.74 1089.48 545.43 68.46 0 0 0 0 0 0 0.00 1128.95 967.46 658.88 108.03 0.00 0.00 0.00 0.00 0.00 0.00 2863.32 2d10Mc107 4d12Mc108 534d12Mc105 534d10Mc106 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. 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) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 LAMINA 1 100 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 101 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 102 C 14 3 9.00 0.15 0.00 0.00 9.30 27.90 33.70 103 L 14 3 2.57 0.15 0.00 0.00 2.72 8.16 9.86 104 O 10 67 0.60 0.45 0.00 .10 2.30 154.10 95.08 105 I 12 534 .90 0.00 0.00 0.15 1.20 640.80 569.03 106 I 10 534 .40 0.00 0.00 0.15 0.70 373.80 230.63 107 I1 10 2 106.74 0.00 0.00 .00 106.74 213.48 131.72 108 I1 12 4 106.74 0.00 0.00 .00 106.74 426.96 379.14 109 C 14 3 9.90 .15 0.00 0.00 10.20 30.60 36.96 110 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 111 C 14 3 9.90 .15 0.00 0.00 10.20 30.60 36.96 112 L 14 3 2.66 0.15 0.00 0.00 2.81 8.43 10.18 113 O 10 73 0.60 .45 0.00 .10 2.30 167.90 103.59 114 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 115 L 14 3 10.52 0.15 0.00 0.00 10.67 32.01 38.67 116 L 14 3 11.57 0.15 0.00 0.00 11.72 35.16 42.47 117 L 14 3 2.18 0.15 0.00 0.00 2.33 6.99 8.44 118 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 119 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 120 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 121 L 14 3 7.34 0.15 0.00 0.00 7.49 22.47 27.14 122 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 123 I 14 3 6.70 0.00 0.00 0.00 6.70 20.10 24.28 124 L 14 3 5.77 0.15 0.00 0.00 5.92 17.76 21.45 125 L 14 3 7.65 0.15 0.00 0.00 7.80 23.40 28.27 126 O 10 212 0.60 .45 0.00 .10 2.30 487.60 300.85 127 L 14 3 8.05 0.15 0.00 0.00 8.20 24.60 29.72 128 I 14 3 10.52 0.00 0.00 0.00 10.52 31.56 38.12 129 L 14 3 7.72 0.15 0.00 0.00 7.87 23.61 28.52 130 L 14 3 2.43 0.15 0.00 0.00 2.58 7.74 9.35 131 L 14 3 9.73 0.15 0.00 0.00 9.88 29.64 35.81 132 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 133 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 134 L 14 3 6.59 0.15 0.00 0.00 6.74 20.22 24.43 135 I 16 3 3.26 0.00 0.00 0.00 3.26 9.78 15.43 136 L 14 3 9.82 0.15 0.00 0.00 9.97 29.91 36.13 137 L 14 3 1.36 0.15 0.00 0.00 1.51 4.53 5.47 138 O 10 178 0.60 .45 0.00 .10 2.30 409.40 252.60 0 1806.28 1067.76 534.12 58.68 0 0 0 0 0 0 0.00 1114.47 948.17 645.22 92.60 0.00 0.00 0.00 0.00 0.00 0.00 2800.46 N+ 8.00 2 3 4 1 2 3 4 1 Hall de ingreso N+ 14.00 N+ 13.00 N+ 11.00 N+ 9.00 N+ 12.00 N+ 10.00 N+ 8.00 Pendiente 10% Pendiente 10% Pendiente 10% Pendiente 10% Pendiente 10% Pendiente 10% 5 Sala de Velación (64 personas) N+ 8.00 Sala de Velación (32 personas) N+ 8.00 Sala Social N+ 8.00 Sala Social N+ 8.00 Plaza De Meditación N+ 8.00 Plaza De Meditación N+ 8.00 Plaza de Ingreso N+ 8.00 Ingreso N+ 8.00 SSHH Mujeres N+ 8.00 SSHH Hombres N+ 8.00 5 5 5 5 5 5 5 5 5 5 5 5 5 6.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sala de Velación (32 personas) N+ 8.00 Sala Social Sala de Velación (64 personas) N+ 8.00 N+ 8.00 Plaza De Meditación N+ 8.00 N+ 8.00 Sala Social (32 personas) N+ 8.00 Plaza de Ingreso N+ 8.00 Ingreso N+ 8.00 Plaza De Meditación SSHH Mujeres N+ 8.00 SSHH Hombres N+ 8.00 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C A' B' D' 1 2 3 4 5 M1 M1 M2 M2 M3 M3 M4 M4 M4 M5 M1 M1 M2 M2 M3 M3 M4 M4 M4 M5 M1 M1 M1 M1 M2 M2 M3 M3 M4 M4 M2 M2 M2 M5 M2 M2 M3 M3 M4 M4 M2 M2 M5 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 DETALLE ARMADO MURO 1 ESCALA 1:100 PANTALLA ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 2 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 3 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 4 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 DETALLE ARMADO MURO 1 ESCALA 1:100 PANTALLA ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 2 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 3 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 4 ESCALA 1:100 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 DETALLE ARMADO MURO 1 ESCALA 1:100 PANTALLA ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 2 ESCALA 1:100 ZAPATA 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 3 ESCALA 1:100 5 5 5 ZAPATA 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 4 ESCALA 1:100 5 5 5 ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 DETALLE ARMADO MURO 1 ESCALA 1:100 PANTALLA ZAPATA 5 5 5 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 2 ESCALA 1:100 ZAPATA 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 3 ESCALA 1:100 5 5 5 ZAPATA 5 1 e Ø 12 mm @ 0.25 1 e Ø 10 mm @ 0.30 PANTALLA DETALLE ARMADO MURO 4 ESCALA 1:100 5 5 5 ZAPATA

Language	Spanish
Drawing Type	Plan
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	armed, assorted, autocad, beams, cemetery, columns, DWG, plan, plans, rooms, structural, walls