Architectural Design Of A Tanker DWG Block for AutoCAD

Architectural Design Of A Tanker DWG Block for AutoCAD

Architectural design of a tanker for schools in rural areas

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

contour, typical, Variable according to plant, Junction area, Variable according to plant, Junction area, Variable according to plant, Junction area, Variable according to plant, Junction area, D: freddy .p., Variable for each axis, Npt, Rec. free, Indicated, Wire rod each, Spinning, Indicated, Rec. free, Indicated, Free light, Free light, contour, typical, Variable according to plant, Junction area, Variable according to plant, Junction area, Variable according to plant, Junction area, Variable according to plant, Junction area, Variable for each axis, Free light, Free light, wood, temperature, joist, scale, Typical lightened detail, Secc., Brick walls k.k. Rope, Cyclopeo concrete overcoat p.m., Brick walls k.k. Head, Concrete foundation cyclopeo p.m., N.f.p., Cyclopeo concrete overcoat p.m., N.f.p., Concrete foundation cyclopeo p.m., Brick walls k.k. Rope, Cyclopeo concrete overcoat p.m., Concrete foundation cyclopeo p.m., Secc., Concrete foundation cyclopeo p.m., N.f.p., Secc., Cyclopeo concrete overcoat p.m., Brick walls k.k. Head, Concrete foundation cyclopeo p.m., Secc., terrace, Brick walls k.k. Rope, Cyclopeo concrete overcoat p.m., Concrete foundation cyclopeo p.m., N.f.p., Stair step, N.f.p., Stuffed with borrowed loan material, Stuffed with borrowed loan material, Stuffed with borrowed loan material, Tank tank, Projecc. Tank tank, chap., Mailbox of, inspection, Maximum water level, Projecc. Tank tank, chap., iron, Cat ladder, chap., elevated tank, Duct of, inspection, chap., elevated tank, cut, plant, Maximum water level, elevated tank, cut, plant, mesh, contour, Apply concrete with waterproofing, Tank roof reinforcement, Npt, typical, Stairs detail, section, mesh, section, elevated tank, Tank tank, Estrib., Secc:, Overlap splices, Of upper armor, Junction area, Of lower armor, Junction area, Ref. lower, Ref. higher, diameter, Note: do not splicing more than the total area in a section. Place additional stirrups in the splice length., mesh, concrete, Percussion beam, Stirrups extr., Detail of link zapata column shafts, Medium foundation level for axles, concrete, Stirrups extr., concrete, Percussion beam, Stirrups extr., Detail of link zapata column shafts, Percussion beam, Stirrups extr., concrete, concrete, Npt, Nfp, Ntn, Percussion beam, Detail of link zapata column shafts, Percussion beam, false, Stirrups extr., concrete, Stuffed with borrowed loan material, Underfloor, False floor, Stuffed with borrowed loan material, Underfloor, False floor, Stuffed with borrowed loan material, Underfloor, False floor, Npt, Nfp, Ntn, Npt, Nfp, Ntn, concrete, Percussion beam, Stirrups extr., Detail of link zapata column axis, concrete, Stirrups extr., Stuffed with borrowed loan material, Underfloor, False floor, Npt, Nfp, Ntn, Double height, Percussion beam, expanded, Polystyrene casket, N.f.p., mesh, mesh, Columneta, Expansion joint with tecknopor, Execution quality controls for the albanileria, Components:, Unit of albanileria:, The albanileria unit will consist of solid elements, The perforations will be perpendicular the face of, seat. Use brick k.k. Hollows with a maximum of voids, Units with clefts will not be accepted, Other defects that degrade its durability resistance., In the case of concrete masonry units these will have a, Minimum age of days before being settled., mortar:, The mortar will consist of portland sand cement, In the volumetric proportion of, workforce:, Will be qualified in compliance with the following basic requirements:, Walls built lead in line., Vertical horizontal joints completely filled with mortar., Thickness of mortar joints mm., Units seated with clean surfaces without, Free water., Permissible working strength:, The compressive strength of the furnace unit will be of, A minimum voltage of, The resistance of the finished wall will have a minimum resistance, Compression test by means of the, Stacks of bricks seated with, Same characteristics used on site., Masonry perimeter walls, Expansion joints, Joints no greater cm, floor, Solid brick silica limestone type iv, Masonry for perimeter walls, dinning room, store, Npt, living room, yard, bedroom, S.hs.h.h., kitchen, S.hs.h.h., passage, garage, Npt, Npt, pit, Inspect, Projecc. Tank tank, circulation, Foundation of, stairs, license plate, Npt, Calicata nº, Of elevator., Background level, Nft, Tecknopor, dilatation meeting, license plate, Foundation of, stairs, Foundation of, stairs, Foundation of, stairs, Foundation plant, dimension, kind, irons, dimension, kind, Stirrups, irons, Column table, Shoe box, floors, Foundation

Raw text data extracted from CAD file:

R 0.15 0.30 0.30 0.10 0.30 0.10 0.30 0.10 0.05 0.600 0.250 0.400 0.600 0.150 0.150 0.400 0.600 0.250 0.600 0.600 0.400 0.150 0.150 0.400 0.100 1.200 0.800 0.100 0.800 0.400 0.800 0.200 0.100 0.400 1.000 0.400 0.600 0.400 0.150 0.600 1.550 0.150 2.450 0.600 2.450 0.150 0.300 1.850 0.300 0.600 0.150 0.150 0.300 3.087 0.296 3.684 0.500 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 2.450 0.150 2.150 0.150 0.150 1.200 0.150 1.500 0.150 0.150 0.150 0.300 2.000 0.150 0.500 2.800 0.100 3.400 0.600 0.150 1.550 0.150 1.850 0.600 0.250 2.201 2.952 0.250 3.203 0.256 3.709 0.250 2.452 0.217 2.952 0.100 contorno 0.100 contorno 0.100 0.100 0.500 0.500 0.175 0.250 0.150 tipico 0.500 0.500 0.250 0.175 0.150 0.150 0.150 0.200 0.200 0.200 0.200 0.250 0.175 0.500 0.500 0.750 0.300 0.100 0.250 0.350 0.175 0.150 0.150 0.150 0.150 0.150 0.250 1.259 1.000 0.890 0.200 3.599 0.350 0.250 0.300 L/3 L/4 m m L/4 L 0.300 0.250 0.300 0.700 0.150 0.300 1.650 0.700 0.300 A X B (Verificar en planta) A X B (Verificar en planta) 0.100 VARIABLE SEGUN PLANTA 0.767 0.767 Zona de empalme (m) Zona de empalme (m) 2.100 0.600 1.250 0.300 VARIABLE SEGUN PLANTA Zona de empalme (m) Zona de empalme (m) 0.100 0.300 0.767 0.767 0.600 0.300 0.100 0.300 2.350 2.350 0.600 0.300 0.100 2.100 0.600 1.250 0.300 0.100 VARIABLE SEGUN PLANTA Zona de empalme (m) 0.300 2.350 2.350 0.300 0.767 1.650 0.700 0.700 0.150 0.300 A X B (Verificar en planta) VARIABLE SEGUN PLANTA Zona de empalme (m) Zona de empalme (m) 0.300 0.300 0.300 A X B (Verificar en planta) 0.100 0.767 0.767 0.767 0.800 1.200 1.300 0.350 0.200 0.800 0.600 1.900 0.350 2.300 0.767 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.650 0.700 0.700 0.150 0.100 0.50 0.10 0.30 0.10 1" 1" 0.15 0.12 0.09 0.24 D: FREDDY .P. ,15 2,95 3,00 ,60 ,70 ,25 ,25 2,65 ,90 ,25 ,50 ,60 ,40 2,00 ,40 ,40 ,40 4,10 ,15 1,20 ,15 4,10 ,15 2,05 1,15 ,90 12,40 1,80 ,10 ,35 ,50 1,00 3.55 3.40 3.40 6.80 6.10 2.40 2.35 1.60 2.30 3.55 2.40 2.10 5.35 2.35 2.00 1.65 3.70 3.40 3.40 3.55 0.70 2.10 2.40 2.00 2.10 2.40 2.35 0.25 2.10 5.50 2.05 0.90 0.90 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.80 1.80 1.50 2.80 1.30 4.95 1.30 4.95 1.50 2.00 1.50 2.00 2.60 2.00 2.60 2.00 2.60 4.30 2.60 4.30 2.25 3.00 2.00 2.60 1.80 1.80 1.25 2.50 1.10 4.30 1.10 4.30 1.50 2.00 1.50 2.00 5.35 0.50 1.80 1.80 5.80 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.40 0.40 0.25 0.15 0.25 0.15 0.25 0.25 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.80 1.80 1.50 2.80 1.30 4.95 1.30 4.95 1.50 2.00 1.50 2.00 2.60 2.00 2.60 2.00 2.60 4.30 2.60 4.30 2.25 3.00 2.00 2.60 1.80 1.80 1.25 2.50 1.10 4.30 1.10 4.30 1.50 2.00 1.50 2.00 5.35 0.50 1.80 1.80 5.80 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.100 0.800 1.000 1.800 0.800 1.000 1.800 0.100 1.300 VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE 0.400 5.200 0.400 3.600 0.400 0.100 0.70 0.35 0.70 0.35 1.500 10.000 4.10 3.40 3.20 3.15 2.65 3.05 4,05 ,15 2,95 3,00 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,00 ,15 ,25 4,05 ,15 1,25 ,15 2,05 ,15 ,90 ,15 1,95 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 4,05 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 ,65 ,15 ,35 ,15 ,35 1,80 ,40 ,55 ,90 ,40 ,55 ,10 ,55 1,25 ,55 1,25 ,15 ,10 ,25 ,30 ,15 ,15 ,10 4,05 ,15 1,25 ,15 2,05 ,15 ,90 ,15 1,95 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 ,60 ,70 ,25 ,65 ,15 ,35 ,15 ,35 ,15 ,15 ,65 1,90 ,15 ,85 ,15 2,40 ,15 1,20 ,15 ,90 ,15 ,25 ,70 ,20 ,15 2,20 ,65 ,25 ,30 ,15 1,80 ,40 ,55 ,25 1,95 ,65 1,25 ,35 ,65 1,90 ,85 ,25 ,85 ,70 ,65 ,25 ,90 3,05 ,25 ,70 2,85 ,10 ,10 ,55 1,25 ,55 1,25 ,15 ,10 ,25 ,30 1,95 ,15 ,90 1,95 2,65 ,90 ,25 ,50 ,60 ,40 2,00 ,40 ,40 ,40 1,10 1,20 ,20 1,10 3,20 ,55 1,95 ,55 1,05 1,30 1,10 ,35 2,15 2,15 1,35 1,95 ,90 2,30 1,10 ,40 ,70 ,85 ,45 1,20 ,55 1,95 ,55 ,55 1,95 ,55 1,20 1,20 1,20 1,20 1,20 2,05 1,20 ,80 ,80 1,20 4,30 2,45 3,95 2,30 3,00 3,25 1,45 2,05 ,15 1,15 ,15 ,90 12,40 4,30 2,45 3,95 2,30 3,00 3,25 1,45 4,30 2,45 3,95 2,30 3,00 3,25 1,45 ,15 ,15 ,65 1,90 ,15 ,85 ,15 2,40 ,15 1,20 ,15 ,90 ,15 ,25 ,70 ,20 ,15 2,20 ,65 ,25 ,30 ,15 ,25 1,95 ,65 ,15 ,15 ,15 ,15 1,25 ,15 ,35 ,15 ,15 ,65 1,90 ,15 ,85 ,25 ,85 ,70 ,65 ,25 ,10 ,90 3,05 ,15 ,25 ,70 ,20 ,15 2,85 ,10 4,30 2,45 3,95 2,30 3,00 3,25 1,45 1,80 ,10 ,35 ,50 1,00 1,15 ,45 ,90 1,15 ,90 ,90 ,20 1,15 ,40 1,95 ,85 ,55 1,20 ,70 ,85 1,20 1,20 ,55 1,95 ,55 1,10 1,15 1,20 ,45 ,75 1,15 1,15 1,20 1,20 ,70 ,85 ,85 ,70 1,30 1,30 1,15 1,20 ,60 1,20 1.10 1.50 1.35 1.35 1.25 1.25 0.70 0.70 0.95 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 0.95 1.10 0.85 0.70 0.70 1.25 2.90 1.70 2.90 1.25 5.80 4.20 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 0.95 0.95 0.40 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.10 1.50 1.35 1.35 1.25 1.25 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 1.10 0.85 0.70 0.70 1.25 2.90 1.70 2.90 1.25 5.80 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 1.10 1.50 1.35 1.35 1.25 1.25 0.70 0.70 0.95 0.95 1.10 0.85 0.70 0.70 0.10 0.20 0.95 0.95 1.10 0.85 1.25 1.25 0.20 0.20 1.10 1.50 0.70 0.70 2.70 6.00 2.70 6.00 0.85 0.85 1.500 2.000 1.500 1.000 0.500 0.450 0.450 0.400 5.200 0.400 3.600 0.400 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.100 0.250 0.200 0.100 0.250 0.200 0.300 0.400 2.850 0.250 2.750 0.250 2.050 0.250 3.700 0.250 2.200 0.250 4.050 0.250 3.650 0.400 0.400 0.200 0.100 0.250 0.200 0.300 0.400 2.850 0.250 2.750 0.250 2.050 0.250 3.700 0.250 2.200 0.250 4.050 0.250 3.650 0.400 0.750 1.200 0.250 0.250 3.000 0.250 1.600 0.250 0.200 0.250 0.200 0.200 0.250 0.250 2.200 0.250 0.400 5.200 0.400 1.900 2.400 1.000 0.500 0.450 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.250 2.200 0.250 0.200 0.100 0.250 0.40 0.25 0.350 0.750 0.300 0.100 0.250 0.175 0.250 0.723 0.650 4.000 0.250 0.077 0.450 2.470 0.485 0.745 NPT ± 0.00 1.000 1.000 1.000 1.000 0.70 0.35 \A1;A \A1;B \A1;A \A1;B A 5 0.35 REC. LIBRE 0.075 d INDICADA d INDICADA 2 ALAMBRON N°8 CADA 3 HILADAS A 5 d INDICADA 0.35 REC. LIBRE 0.075 d INDICADA \A1;A=ARCO \A1;D \A1;C \A1;ARCO = A \A1;C \A1;D a/6 L 2 a/3 L = LUZ LIBRE a/6 L/4 L/3 L/4 T L/3 L/4 L/3 L = LUZ LIBRE L/4 T 2/3h 1/3h h \A1;r L L \A1;45° \A1;a 0.15 0.05 0,30 0,30 0,10 0,10 0,10 0,10 0,30 L L .30 2.25 .30 1.15 2.30 .30 2.25 2.55 2.35 .30 2.20 7.60 3.400 2.900 2.000 0.250 2.000 0.250 2.500 0.250 2.000 0.250 3.400 2.500 0.400 0.400 0.200 0.250 2.000 0.250 0.200 2.900 0.300 1.600 1.900 1.250 0.100 0.800 0.350 2.500 1.250 0.400 0.400 1.600 0.299 0.200 0.250 2.900 0.250 0.200 3.800 0.600 0.500 1.300 0.300 2.100 0.100 0.400 0.100 0.900 0.600 0.600 2.500 0.10 0.25 0.25 0.250 2.000 0.250 0.300 0.250 0.150 2.200 2.500 1.477 0.873 0.150 2.500 0.150 2.200 0.150 2.500 0.150 2.200 2.500 0.250 2.000 0.250 2.500 0.300 1.050 1.350 0.300 1.050 1.350 0.150 2.200 0.150 2.500 0.300 1.600 2.245 0.300 2.250 0.300 2.200 0.300 0.900 0.150 8.645 1.900 0.200 0.250 2.000 0.250 0.200 2.900 0.300 2.200 1.645 0.300 2.260 0.300 2.200 0.300 1.050 2.000 2.500 1.250 1.000 2.900 0.25 0.25 0.600 2.200 2.200 1.100 0.250 0.650 0.150 0.150 0.150 0.50 0.30 0.250 0.150 1.660 0.150 0.250 4.000 0.250 0.150 1.660 0.150 0.250 2.500 0.250 0.150 0.920 0.150 0.750 0.250 0.900 0.600 0.900 0.600 1.000 1.000 0.200 0.600 0.850 0.600 0.250 0.100 0.100 0.250 0.250 0.250 2.500 4.000 0.150 2.500 0.150 0.150 2.200 2.500 1.477 0.873 0.150 2.500 0.150 2.200 2.500 2.200 0.150 0.150 0.15 0.30 0.30 0.10 0.30 0.10 0.30 0.10 0.05 0.600 0.250 0.400 0.600 0.150 0.150 0.400 0.600 0.250 0.600 0.600 0.400 0.150 0.150 0.400 0.100 1.200 0.800 0.100 0.800 0.400 0.800 0.200 0.100 0.400 1.000 0.400 0.600 0.400 0.150 0.600 1.550 0.150 2.450 0.600 2.450 0.150 0.300 1.850 0.300 0.600 0.150 0.150 0.300 3.087 0.296 3.684 0.500 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 2.450 0.150 2.150 0.150 0.150 1.200 0.150 1.500 0.150 0.150 0.150 0.300 2.000 0.150 0.500 2.800 0.100 3.400 0.600 0.150 1.550 0.150 1.850 0.600 0.250 2.201 2.952 0.250 3.203 0.256 3.709 0.250 2.452 0.217 2.952 0.100 contorno 0.100 contorno 0.100 0.100 0.500 0.500 0.175 0.250 0.150 tipico 0.500 0.500 0.250 0.175 0.150 0.150 0.150 0.200 0.200 0.200 0.200 0.250 0.175 0.500 0.500 0.750 0.300 0.100 0.250 0.350 0.175 0.150 0.150 0.150 0.150 0.150 0.250 1.259 1.000 0.890 0.200 3.599 0.350 0.250 0.300 L/3 L/4 m m L/4 L 0.300 0.250 0.300 0.700 0.150 0.300 1.650 0.700 0.300 A X B (Verificar en planta) A X B (Verificar en planta) 0.100 VARIABLE SEGUN PLANTA 0.767 0.767 Zona de empalme (m) Zona de empalme (m) 2.100 0.600 1.250 0.300 VARIABLE SEGUN PLANTA Zona de empalme (m) Zona de empalme (m) 0.100 0.300 0.767 0.767 0.600 0.300 0.100 0.300 2.350 2.350 0.600 0.300 0.100 2.100 0.600 1.250 0.300 0.100 VARIABLE SEGUN PLANTA Zona de empalme (m) 0.300 2.350 2.350 0.300 0.767 1.650 0.700 0.700 0.150 0.300 A X B (Verificar en planta) VARIABLE SEGUN PLANTA Zona de empalme (m) Zona de empalme (m) 0.300 0.300 0.300 A X B (Verificar en planta) 0.100 0.767 0.767 0.767 0.800 1.200 1.300 0.350 0.200 0.800 0.600 1.900 0.350 2.300 0.767 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 1.650 0.700 0.700 0.150 0.100 0.50 0.10 0.30 0.10 1" 1" 0.15 0.12 0.09 0.24 ,15 2,95 3,00 ,60 ,70 ,25 ,25 2,65 ,90 ,25 ,50 ,60 ,40 2,00 ,40 ,40 ,40 4,10 ,15 1,20 ,15 4,10 ,15 2,05 1,15 ,90 12,40 1,80 ,10 ,35 ,50 1,00 3.55 3.40 3.40 6.80 6.10 2.40 2.35 1.60 2.30 3.55 2.40 2.10 5.35 2.35 2.00 1.65 3.70 3.40 3.40 3.55 0.70 2.10 2.40 2.00 2.10 2.40 2.35 0.25 2.10 5.50 2.05 0.90 0.90 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.80 1.80 1.50 2.80 1.30 4.95 1.30 4.95 1.50 2.00 1.50 2.00 2.60 2.00 2.60 2.00 2.60 4.30 2.60 4.30 2.25 3.00 2.00 2.60 1.80 1.80 1.25 2.50 1.10 4.30 1.10 4.30 1.50 2.00 1.50 2.00 5.35 0.50 1.80 1.80 5.80 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.40 0.40 0.25 0.15 0.25 0.15 0.25 0.25 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.80 1.80 1.50 2.80 1.30 4.95 1.30 4.95 1.50 2.00 1.50 2.00 2.60 2.00 2.60 2.00 2.60 4.30 2.60 4.30 2.25 3.00 2.00 2.60 1.80 1.80 1.25 2.50 1.10 4.30 1.10 4.30 1.50 2.00 1.50 2.00 5.35 0.50 1.80 1.80 5.80 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.100 0.800 1.000 1.800 0.800 1.000 1.800 0.100 1.300 VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE 0.400 5.200 0.400 3.600 0.400 0.100 0.70 0.35 0.70 0.35 1.500 10.000 4.10 3.40 3.20 3.15 2.65 3.05 4,05 ,15 2,95 3,00 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,00 ,15 ,25 4,05 ,15 1,25 ,15 2,05 ,15 ,90 ,15 1,95 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 4,05 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 ,65 ,15 ,35 ,15 ,35 1,80 ,40 ,55 ,90 ,40 ,55 ,10 ,55 1,25 ,55 1,25 ,15 ,10 ,25 ,30 ,15 ,15 ,10 4,05 ,15 1,25 ,15 2,05 ,15 ,90 ,15 1,95 ,15 ,60 ,70 ,25 ,25 3,80 ,25 4,05 ,25 2,20 ,25 3,70 ,25 2,05 ,25 2,75 ,25 3,00 ,25 1,20 ,25 25,95 ,60 ,70 ,25 ,65 ,15 ,35 ,15 ,35 ,15 ,15 ,65 1,90 ,15 ,85 ,15 2,40 ,15 1,20 ,15 ,90 ,15 ,25 ,70 ,20 ,15 2,20 ,65 ,25 ,30 ,15 1,80 ,40 ,55 ,25 1,95 ,65 1,25 ,35 ,65 1,90 ,85 ,25 ,85 ,70 ,65 ,25 ,90 3,05 ,25 ,70 2,85 ,10 ,10 ,55 1,25 ,55 1,25 ,15 ,10 ,25 ,30 1,95 ,15 ,90 1,95 2,65 ,90 ,25 ,50 ,60 ,40 2,00 ,40 ,40 ,40 1,10 1,20 ,20 1,10 3,20 ,55 1,95 ,55 1,05 1,30 1,10 ,35 2,15 2,15 1,35 1,95 ,90 2,30 1,10 ,40 ,70 ,85 ,45 1,20 ,55 1,95 ,55 ,55 1,95 ,55 1,20 1,20 1,20 1,20 1,20 2,05 1,20 ,80 ,80 1,20 4,30 2,45 3,95 2,30 3,00 3,25 1,45 2,05 ,15 1,15 ,15 ,90 12,40 4,30 2,45 3,95 2,30 3,00 3,25 1,45 4,30 2,45 3,95 2,30 3,00 3,25 1,45 ,15 ,15 ,65 1,90 ,15 ,85 ,15 2,40 ,15 1,20 ,15 ,90 ,15 ,25 ,70 ,20 ,15 2,20 ,65 ,25 ,30 ,15 ,25 1,95 ,65 ,15 ,15 ,15 ,15 1,25 ,15 ,35 ,15 ,15 ,65 1,90 ,15 ,85 ,25 ,85 ,70 ,65 ,25 ,10 ,90 3,05 ,15 ,25 ,70 ,20 ,15 2,85 ,10 4,30 2,45 3,95 2,30 3,00 3,25 1,45 1,80 ,10 ,35 ,50 1,00 1,15 ,45 ,90 1,15 ,90 ,90 ,20 1,15 ,40 1,95 ,85 ,55 1,20 ,70 ,85 1,20 1,20 ,55 1,95 ,55 1,10 1,15 1,20 ,45 ,75 1,15 1,15 1,20 1,20 ,70 ,85 ,85 ,70 1,30 1,30 1,15 1,20 ,60 1,20 1.10 1.50 1.35 1.35 1.25 1.25 0.70 0.70 0.95 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 0.95 1.10 0.85 0.70 0.70 1.25 2.90 1.70 2.90 1.25 5.80 4.20 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 0.95 0.95 0.40 0.40 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 1.10 1.50 1.35 1.35 1.25 1.25 0.95 1.10 0.85 0.70 0.70 1.10 1.50 1.35 1.35 1.25 1.25 0.95 1.10 0.85 0.70 0.70 1.25 2.90 1.70 2.90 1.25 5.80 4.20 4.20 4.30 2.45 3.95 2.30 3.00 3.15 1.65 2.50 3.25 1.85 2.45 1.10 1.50 1.35 1.35 1.25 1.25 0.70 0.70 0.95 0.95 1.10 0.85 0.70 0.70 0.10 0.20 0.95 0.95 1.10 0.85 1.25 1.25 0.20 0.20 1.10 1.50 0.70 0.70 2.70 6.00 2.70 6.00 0.85 0.85 1.500 2.000 1.500 1.000 0.500 0.450 0.450 0.400 5.200 0.400 3.600 0.400 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.100 0.250 0.200 0.100 0.250 0.200 0.300 0.400 2.850 0.250 2.750 0.250 2.050 0.250 3.700 0.250 2.200 0.250 4.050 0.250 3.650 0.400 0.400 0.200 0.100 0.250 0.200 0.300 0.400 2.850 0.250 2.750 0.250 2.050 0.250 3.700 0.250 2.200 0.250 4.050 0.250 3.650 0.400 0.750 1.200 0.250 0.250 3.000 0.250 1.600 0.250 0.200 0.250 0.200 0.200 0.250 0.250 2.200 0.250 0.400 5.200 0.400 1.900 2.400 1.000 0.500 0.450 0.200 0.250 0.250 0.200 0.250 0.250 0.200 0.250 0.250 0.250 2.200 0.250 0.200 0.100 0.250 0.40 0.25 0.350 0.750 0.300 0.100 0.250 0.175 0.250 0.723 0.650 4.000 0.250 0.077 0.450 2.470 0.485 0.745 1.000 1.000 1.000 1.000 0.70 0.35 \A1;A=ARCO \A1;D \A1;C \A1;ARCO = A \A1;C \A1;D a/6 L 2 a/3 L = LUZ LIBRE a/6 L/4 L/3 L/4 T L/3 L/4 L/3 L = LUZ LIBRE L/4 T 2/3h 1/3h h \A1;r L L \A1;45° \A1;a 0.15 0.05 0,30 0,30 0,10 0,10 0,10 0,10 0,30 L L .30 2.25 .30 1.15 2.30 .30 2.25 2.55 2.35 .30 2.20 7.60 3.400 2.900 2.000 0.250 2.000 0.250 2.500 0.250 2.000 0.250 3.400 2.500 0.400 0.400 0.200 0.250 2.000 0.250 0.200 2.900 0.300 1.600 1.900 1.250 0.100 0.800 0.350 2.500 1.250 0.400 0.400 1.600 0.299 0.200 0.250 2.900 0.250 0.200 3.800 0.600 0.500 1.300 0.300 2.100 0.100 0.400 0.100 0.900 0.600 0.600 2.500 0.10 0.25 0.25 0.250 2.000 0.250 0.300 0.250 0.150 2.200 2.500 1.477 0.873 0.150 2.500 0.150 2.200 0.150 2.500 0.150 2.200 2.500 0.250 2.000 0.250 2.500 0.300 1.050 1.350 0.300 1.050 1.350 0.150 2.200 0.150 2.500 0.300 1.600 2.245 0.300 2.250 0.300 2.200 0.300 0.900 0.150 8.645 1.900 0.200 0.250 2.000 0.250 0.200 2.900 0.300 2.200 1.645 0.300 2.260 0.300 2.200 0.300 1.050 2.000 2.500 1.250 1.000 2.900 0.25 0.25 0.600 2.200 2.200 1.100 0.250 0.650 0.150 0.150 0.150 0.50 0.30 0.250 0.150 1.660 0.150 0.250 4.000 0.250 0.150 1.660 0.150 0.250 2.500 0.250 0.150 0.920 0.150 0.750 0.250 0.900 0.600 0.900 0.600 1.000 1.000 0.200 0.600 0.850 0.600 0.250 0.100 0.100 0.250 0.250 0.250 2.500 4.000 0.150 2.500 0.150 0.150 2.200 2.500 1.477 0.873 0.150 2.500 0.150 2.200 2.500 2.200 0.150 0.150 0.1500000000000909 0.3000000000001251 MADERA 0.3000000000000682 0.1000000000000227 0.3000000000001251 0.1000000000000227 5 5 Ø TEMPERATURA Ø1/4" @.25 VIGUETA ESCALA 1/12 0.0500000000000114 DETALLE TIPICO DE ALIGERADO Secc. d - d Secc. a - a Secc. e - e MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. MUROS DE LADRILLO K.K. DE CABEZA CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. N.F.P. - 0.05 CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 0.5999999999996248 0.7999999999999545 1.200000000000045 0.25 0.4000000000003752 0.6000000000000227 0.1499999999996362 0.1499999999996362 0.4000000000001478 MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. Secc. b - b CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 0.7999999999998977 0.5999999999996248 Secc. c - c SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. MUROS DE LADRILLO K.K. DE CABEZA CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 0.5999999999996248 0.25 Secc. f - f Terraza 0.4000000000003752 0.6000000000000227 0.1499999999996362 0.1499999999996362 0.4000000000001478 MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 1er peldaño de escalera N.F.P. + .125 N.F.P. - 0.05 0.0999999999999091 RELLENO Con material de prestamo Afirmado h= 0.10 0.4000000000001478 0.0999999999999659 0.4000000000000909 0.799999999999784 0.2000000000001592 0.0999999999999091 RELLENO Con material de prestamo Afirmado h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 0.4000000000003752 1.000000000000171 0.4000000000001478 0.6000000000000227 RELLENO Con material de prestamo Afirmado h= 0.10 TANQUE CISTERNA 5.00 M3 Proyecc. Tanque Cisterna CAP. 5.00 M3 BUZON DE INSPECCION Nivel Máximo de agua 2.450000000000102 0.1499999999999773 Proyecc. Tanque Cisterna CAP. 5.00 M3 0.1499999999998636 0.6000000000001364 1.550000000000068 0.1500000000000909 2.450000000000159 0.2999999999996135 1.850000000000591 0.2999999999996135 FIERRO 5/8" @ 0.30 ESCALERA GATO CAP. 18.00 M3 TANQUE ELEVADO DUCTO DE INSPECCION 0.599999999999909 0.6000000000000227 CAP. 18.00 M3 TANQUE ELEVADO CORTE X-X PLANTA Nivel Máximo de agua 0.1499999999998636 0.1499999999998636 TANQUE ELEVADO 18.00 M3 CORTE Y-Y PLANTA 0.2999999999999545 3.087412864329281 0.2964031734569517 3.683816037786187 0.5001162791053275 Ø 1/2"@ 0.125 Ø 3/8"@ 0.20 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 0.1499999999999773 0.1499999999999773 0.1499999978446453 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.1499999999999773 0.1499999999999773 2.450000000000159 0.1499999999998636 2.150000000000205 0.1500000000000909 0.1500000000000909 1.199999999999704 0.1500000000000909 1.499999999999943 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 0.1500000000001194 0.1500000000000341 0.1500000000000341 Ø 1/2"@ 0.125 0.3000000000002956 2.000000000000057 0.1499999999997499 Ø 1/2"@ 0.125 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 1/2"@ 0.125 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 1/2"@ 0.30 0.4999999999996589 2.800000000000068 0.1000000000000227 3.39999999999975 Ø 1/2"@ 0.30 Ø 3/8"@ 0.15 0.6000000000001364 0.1500000000000909 1.549999999999841 0.1500000000000909 1.850000000000023 0.6000000000001364 2.201488203938652 0.2499999999999432 2.951604483043923 0.25 3.202566012652369 0.2560923143839204 3.708658327036289 0.2500000000003411 2.451604483043752 0.2171534906684656 2.951604483044036 Malla Ø 1/2"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 <> contorno <> contorno APLICAR CONCRETO CON IMPERMEABILIZANTE APLICAR CONCRETO CON IMPERMEABILIZANTE 5 5 2 Ø 1/2" (arriba y abajo) REFUERZO EN TECHO DE TANQUE NPT + 0.175 NPT + 1.40 5 5 V7- 0.30 x 0.20 0.1749999999999545 0.2500000000001137 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 V7- <> tipico 5 0.5 0.25 0.1749999999999545 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 0.1499999999999773 0.1499999999999204 5 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 VE VE 5 5 5 0.1999999999999886 VE 0.25 X 0.35 DETALLE DE ESCALERAS S/C = 350 Kg/cm2 1er TRAMO Ø3/8"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 0.2500000000000568 0.1750000000000114 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 VE 5 0.4999999999999147 0.7500000000000568 0.3000000000000114 0.1000000000000227 0.25 0.3500000000000227 0.1750000000000114 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 0.1499999999999773 5 1Ø1/2"@ 0.20 Malla Ø3/8" @ 0.25 5 5 TRAMO 2º, 5º, 8º, 11º, 14º, 17º, 20º, 23º 26º TRAMO 3º, 6º, 9º, 12º, 15º, 18º, 21º, 24º 27º TRAMO 4º, 7º, 10º, 13º, 16º, 19º, 22º, 25º 5 TANQUE ELEVADO 18.00 M3 TANQUE CISTERNA 5.00 M3 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" Estrib. Ø3/8": 1@.05, 3@.10, Rto.@.15 0.25 1.259266681946087 1.000000000000625 0.8902166653758741 0.1999999999999886 3.599483347322575 Secc: e-e 0.3499999999999943 0.2500000000000568 e e e e 0.3000000000000114 EMPALMES POR TRASLAPE 5 5 5 5 5 5 DE ARMADURA SUPERIOR ZONA DE EMPALME DE ARMADURA INFERIOR ZONA DE EMPALME 0.50 0.40 0.50 0.60 5/8" 1/2" V A L O R E S D E m REF. INFERIOR 0.40 REF. SUPERIOR 0.45 3/8" DIAMETRO 0.75 3/4" 0.90 1" 0.90 1.10 NOTA: no empalmar mas del 50% del area total en una seccion. Colocar estribos adicionales en la longitud de empalme. Malla Ø 1/2"@ 0.15 C-900 C-900 C-900 5 0.25 4Ø 5/8" 2Ø 1/2" c-1 c-2 SC SM SW GM -0.15 0.00 -0.45 -1.15 -1.30 -3.00 -2.10 Ø1/2" @ 0.15 0.3000000000000114 1.650000000000006 0.6999999999999886 0.6999999999999886 0.1499999999999488 SOLADO/ CONCRETO 1. 12 VIGA PERALTADA 0.3000000000000114 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 2 - 5 Ø1/2" @ 0.15 0.3000000000000114 5 5 0.0999999999999943 -1.65 Nivel medio de cimentacion para zapatas/ ejes 1, 2 y 5 Nivel medio de cimentacion para zapatas/ ejes 3 - 4 5 SOLADO/ CONCRETO 1. 12 0.7666666666665662 0.7666666666666515 0.7666666666667368 5 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. 1/2" 5/8" .65 3/8" .40 .50 d L(m) SOLADO/ CONCRETO 1. 12 2.099999999999937 0.5999999999999943 1.249999999999915 VIGA PERALTADA 0.3000000000000114 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 3 VIGA PERALTADA Ø1/2" @ 0.15 0.3000000000000114 0.0999999999999943 5 3/4" 0.7666666666666515 0.7666666666667368 5 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. Ø1/2" @ 0.15 SOLADO/ CONCRETO 1. 12 0.5999999999999943 0.3000000000000114 Ø1/2" @ 0.15 0.3000000000000114 0.0999999999999943 Ø1/2" @ 0.15 2.349999999999994 2.349999999999994 SOLADO/ CONCRETO 1. 12 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 2.099999999999937 0.5999999999999943 1.249999999999915 VIGA PERALTADA 0.3000000000000114 DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 4 VIGA PERALTADA 0.3000000000000114 FALSO PISO= 0.10 0.0999999999999943 5 5 ESTRIBOS . Ø3/8" 1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. SOLADO/ CONCRETO 1. 12 0.5999999999999943 0.3000000000000114 Ø1/2" @ 0.15 0.3000000000000114 0.0999999999999943 Ø1/2" @ 0.15 2.349999999999994 2.349999999999994 V6-1º V9-1º V6-2º V9-2º V6-1º V9-1º V6-2º V9-2º V6-1º V9-1º V6-2º V9-2º .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 0.3000000000000114 Ø1/2" @ 0.15 0.3000000000000114 SOLADO/ CONCRETO 1. 12 1.650000000000006 0.6999999999999886 0.6999999999999886 0.1499999999999488 VIGA PERALTADA 0.3000000000000114 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJE 1 Ø1/2" @ 0.15 0.3000000000000114 5 5 0.0999999999999943 5 SOLADO/ CONCRETO 1. 12 0.7666666666665662 0.7666666666666515 0.7666666666667368 5 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. V6-1º V9-1º V6-2º V9-2º 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 TRAMO A DOBLE ALTURA VIGA PERALTADA EXPANDIDO (0.30 x0.15 x 1.20) CASETON DE POLIESTIRENO 3Ø5/8" 3Ø5/8" N.F.P. -0.05 0.7999999999999545 5 1.299999999999983 0.3500000000000227 0.1999999999999318 0.7999999999999545 0.5999999999996248 1.900000000000432 0.3500000000000227 2.299999999999898 0.7666666666665947 Malla Ø3/8" @ 0.25 (vertical y horizontal) 0.25 0.25 0.25 0.25 Malla Ø3/8" @ 0.25 (vertical y horizontal) 0.2499999999999716 0.25 0.25 0.25 0.25 0.25 0.25 0.5000000000000284 0.5000000000000284 0.5000000000000284 0.5 0.5000000000000284 0.5000000000000284 0.5 0.5 0.5000000000000284 0.5000000000000284 0.5000000000000284 1.650000000000006 0.6999999999999886 0.6999999999999886 0.1499999999999488 0.0999999999999943 0.5 0.1000000000000227 0.3000000000000114 0.1000000000000227 5 5 0.1500000000000341 Columneta 0.10 x 0.15 CL-3 Junta de Dilatación con tecknopor 1" CL-3 CL-3 EJECUCION Y CONTROLES DE CALIDAD PARA LA ALBANILERIA COMPONENTES: UNIDAD DE ALBANILERIA: LA UNIDAD DE ALBANILERIA DE ARCILLA, CONSISTIRA EN ELEMENTOS SOLIDOS O PERFORADOS, LAS PERFORACIONES SERAN PERPENDICULARES A LA CARA DE ASIENTO. USAR LADRILLO K.K. 18 HUECOS CON UN MAXIMO DE 30% DE VACIOS NO SE ACEPTARA UNIDADES RESQUEBRAJADAS, FRACTURADAS, CON HENDIDURAS U OTROS DEFECTOS QUE DEGRADEN SU DURABILIDAD Y/O RESISTENCIA. EN EL CASO DE UNIDADES DE ALBAÑILERIA DE CONCRETO ESTAS TENDRAN UNA EDAD MINIMA DE 28 DIAS ANTES DE SER ASENTADAS. MORTERO: EL MORTERO ESTARA CONSTITUIDO POR CEMENTO PORTLAND Y ARENA GRUESA, EN LA PROPORCION VOLUMETRICA DE 1:4 (CEMENTO-ARENA). MANO DE OBRA: SERA CALIFICADA CUMPLIENDO CON LAS SIGUIENTES EXIGENCIAS BASICAS: - MUROS CONSTRUIDOS A PLOMO Y EN LINEA. - JUNTAS HORIZONTALES Y VERTICALES COMPLETAMENTE LLENAS DE MORTERO. - ESPESOR DE JUNTAS DE MORTERO DE 15 mm. - UNIDADES DE ALBANILERIA ASENTADAS CON LAS SUPERFICIES LIMPIAS Y SIN AGUA LIBRE. RESISTENCIA Y ESFUERZO ADMISIBLE: LA RESISTENCIA A LA COMPRESION DE LA UNIDAD DE ALBANILERIA SERA DE UNA TENSION MINIMA DE f'b= 95 kg/cm2. LA RESISTENCIA DEL MURO TERMINADO TENDRA UNA RESISTENCIA MINIMA A LA COMPRESION DE f'm= 40 kg/cm2, COMPROBANDOSE MEDIANTE EL ENSAYO DE PILAS DE LADRILLOS ASENTADAS DE 4 o 5 UNIDADES, FABRICADAS CON LAS MISMAS CARACTERISTICAS UTILIZADAS EN OBRA. 5 5 5 DETALLE/ ALBAÑILERIA MUROS PERIMETRICOS DETALLE/ JUNTAS DE DILATACION JUNTAS H-V, NO MAYOR A 1.5 CM 1ER PISO 2DO PISO 1ER PISO 2DO PISO 1ER PISO 2DO PISO 1ER PISO 2DO PISO LADRILLO SOLIDO SILICO CALCAREO 18/ TIPO IV Albañileria para muros perimetrales A B C A A A 4 A A 7 A COMEDOR TIENDA NPT + 0.10 SALA PATIO \W0.44424; DORMITORIO 01 DORMITORIO 02 S.S.H.H. COCINA S.S.H.H. S.S.H.H. S.S.H.H. PASADIZO 4.099999983461657 5 1.200000000105319 0.1500000080359314 4.099999983928683 0.1500000079031452 5 2.949999999999363 2.99999999989268 0.5999999987711817 0.700000000000955 0.2500000000015916 2.050000001420358 1.150000000686532 0.9000000000050932 12.39999999955648 0.2499999999993179 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 COCHERA NPT + 0.10 NPT + 0.00 NPT + 0.10 NPT + 0.10 NPT + 0.10 NPT + 0.00 NPT + 0.00 NPT + 0.10 NPT + 0.10 2.650000000000318 0.9000000001499302 0.2500000001050466 1.800000001491298 0.0999999999999091 0.3500000072253897 0.5000000006775736 0.999999999321517 0.5000000006775736 0.5999999921546078 0.3999999999996362 2.000000000001819 0.4000000000005457 0.4000000000005457 0.3999999999996362 P-1 P-2 P-2 P-3 P-4 P-5 P-6 P-6 P-8 P-8 P-7 P-7 V-01 V-02 V-03 V-04 V-06 V-05 V-05 V-07 V-07 NPT +/- 0.00 FOSO INSPECC. Proyecc. Tanque Cisterna CIRCULACION 1 3.547695048176138 3.397695048176274 3.397695048176161 2 3 4 5 A 6.812531698513908 B A B 5 4 3 2 16Ø 1/2"@ .15 13Ø 1/2"@ .15 15Ø 1/2"@ .15 36Ø 1/2"@ .15 15Ø 1/2"@ .15 11Ø 1/2"@ 0.15 14Ø 1/2"@ .15 11Ø 1/2"@ 0.15 5 CIMIENTO DE ESCALERA C-1 5.00 m3 C-2 Z-3 C-2 Z-4 C-1 Z-2 C-1 Z-2 C-2 Z-1 C-2 Z-1 2.39999999999975 2.349999999993543 2.370413249676176 PLACA 1 C-1 5 1.603781985260412 5 5 5 3.537499999999909 3.404821069587825 5 3.549773631703374 0.6750867898449542 2.099999999979389 2.382114456231022 2.422722343026464 5 NPT 2.000000000001791 CL-1 CL-1 16Ø 1/2"@ .15 13Ø 1/2"@ .15 16Ø 1/2"@ .15 13Ø 1/2"@ .15 16Ø 1/2"@ .15 14Ø 1/2"@ .15 Calicata Nº 1 2.399999999999807 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 5.364448504687005 2.349999999979218 1Ø 1/2" @ 0.15 31Ø 1/2" @ 0.15 14Ø 1/2" @ 0.15 5Ø 1/2" @ 0.15 C-1 ZCOMB-1 C-1 DE ASCENSOR. -1.40 NIVEL DE FONDO NFT - 0.05 a a b b c d d d d d d d a a c c e e f 0.25 2.100000000000222 ZCOMB-2 5.489278376324904 2.05618823811227 0.9000034513364881 0.8915798768220498 c/ tecknopor Junta de dilatación CL-2 CL-2 CL-3 CL-2 CL-2 CL-3 CL-3 CL-3 CL-3 CL-2 CL-3 5 CL-3 CL-3 CL-3 CL-3 PLACA 2 C-1 C-1 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 C-1 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 VC-01 VC-01 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-09 VC-09 8 Ø 5/8"@ 0.20 15 Ø 5/8"@ 0.20 Z-3 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 7 Ø 5/8"@ 0.20 13 Ø 5/8"@ 0.20 Z-5 16 Ø 5/8"@ 0.20 12 Ø 5/8"@ 0.20 Z-4 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-10 26 Ø 5/8"@ 0.20 3 Ø 1/2"@ 0.20 A 5 5 5 5 5 5 5 5 5 5 5 5 B C 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A B C A' B' d d d d d d d d d d d d d d d d d d e e e e e e e e e e e e e e e e e e a a c c PLANTA DE CIMENTACIONES (ZAPATAS - CIMIENTOS) Z-1 DIMENSION TIPO H h 9Ø 5/8"@0.20 +9Ø 5/8"@0.20 1.80 x 1.80 1.80 0.60 FIERROS C-1 DIMENSION TIPO C-3 0.40 x 0.40 (L) ESTRIBOS FIERROS 8 Ø 5/8" 2Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 CUADRO DE COLUMNAS CUADRO DE ZAPATAS 4 Ø1/2" PISOS C-2 1º - 3º 0.40 0.40 0.25 0.15 0.25 0.15 3Ø5/8" 3Ø5/8" 2Ø5/8" C-2 4Ø1/2" 0.25 0.25 C-3 1º - 3º Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 0.25 x 0.25 10Ø 5/8"@0.20 +14Ø 5/8"@0.20 1.80 0.60 8Ø 5/8"@0.20 +15Ø 5/8"@0.20 1.80 0.60 12Ø 5/8"@0.20 +16Ø 5/8"@0.20 1.80 0.60 7Ø 5/8"@0.20 +13Ø 5/8"@0.20 1.80 0.60 7Ø 5/8"@0.20 +27Ø 5/8"@0.20 1.80 0.60 14Ø 5/8"@0.20 +23Ø 5/8"@0.20 1.80 0.60 6Ø 5/8"@0.20 +23Ø 5/8"@0.20 1.80 0.60 8Ø 5/8"@0.20 +10Ø 5/8"@0.20 1.80 0.60 3Ø 5/8"@0.20 +26Ø 5/8"@0.20 1.80 0.60 Z-2 2.00 x 2.60 Z-3 1.50 x 2.80 Z-4 2.25 x 3.00 Z-5 1.25 x 2.50 Z-6 1.30 x 4.95 Z-7 2.60 x 4.30 Z-8 1.10 x 4.30 Z-9 1.50 x 2.00 Z-10 0.50 x 5.35 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 VC-01 VC-01 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-09 VC-09 8 Ø 5/8"@ 0.20 15 Ø 5/8"@ 0.20 Z-3 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 7 Ø 5/8"@ 0.20 13 Ø 5/8"@ 0.20 Z-5 16 Ø 5/8"@ 0.20 12 Ø 5/8"@ 0.20 Z-4 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-10 26 Ø 5/8"@ 0.20 3 Ø 1/2"@ 0.20 A 5 5 5 5 5 5 5 5 5 5 5 5 B C 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A B C A' B' d d d d d d d d d d d d d d d d d d e e e e e e e e e e e e e e e e e e a a c c PLANTA DE CIMENTACIONES (ZAPATAS - CIMIENTOS) SOLADO/ CONCRETO 1. 12 SOLADO/ CONCRETO 1. 12 SOLADO/ CONCRETO 1. 12 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +0.10 NFP + 0.05 NTN - 0.05 1ER PISO RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 1ER PISO 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" V1 V1 V2 V2 V1 V1 RELLENO CON TECNOPOR e=0.10m (DEBAJO DE LA VIGA DE CONEXION) 5 5 5 5 5 5 5 5 5 VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE 5 5 5 5 5 5 RELLENO CON TECNOPOR e=0.10m (DEBAJO DE LA VIGA DE CONEXION) DETALLE DE LA VIGA DE CONEXION (UNIFORME PARA TODOS LOS EJES) 0.70 0.35 5Ø5/8" 2Ø5/8" CORTE V1 0.70 0.35 3Ø5/8" 2Ø5/8" CORTE V2 Ø3/8"1@0.05,7@0.20,Rto.@.30 ESCALA 1:50 DETALLE DE CIMIENTO CORRIDO 1.5 5 5 5 5 5 5 5 VP-101 (25X45CM) VP-101 VP-102 (25X45CM) VP-106 (25X45CM) VP-108 (25X45CM) VP-102 VP-106 VP-108 VS-102 (25X30CM) VS-103 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VCH-101(25X20CM) A B C 25X30 25X30 25X30 25X30 25X30 25X30 VP-101 (25X45CM) VP-101 (25X45CM) VP-101 (25X45CM) VP-102 (25X45CM) VP-103 (25X45CM) VP-104 (25X45CM) VP-105 (25X45CM) VP-106 (25X45CM) VP-107 (25X45CM) VP-101 (25X45CM) VP-102 (25X45CM) VP-103 (25X45CM) VP-104 (25X45CM) VP-105 (25X45CM) VP-106 (25X45CM) VP-107 (25X45CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VCH-(25X20CM) VCH-(25X20CM) VCH-(25X20CM) VCH-(25X20CM) PREDIMENSIONAMIENTO PARA 2° Y 3° ALIGERADO VP-108(20X25CM) VP-103 (25X45CM) VP-103 VP-104 (25X45CM) VP-104 VP-105 (25X45CM) VP-105 VP-107 (25X45CM) VP-107 VS-101 (25X30CM) VS-101 (25X30CM) A B C VACIO DE ESCALERA VACIO 41 52 51 NPT + 8.00 42 43 44 45 46 47 48 49 50 PASADIZO PASADIZO S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. \W0.12718; S.S.H.H. \W0.12718; S.S.H.H. S.S.H.H. COMEDOR TIENDA NPT + 0.10 SALA PATIO \W0.44424; DORMITORIO 01 DORMITORIO 02 S.S.H.H. COCINA S.S.H.H. S.S.H.H. S.S.H.H. PASADIZO A 4.050000000238015 B C D E F G H I 4.300000000587715 2.449999999241754 3.950000000001182 2.300000001420358 3.000000000002728 3.24999999989268 1.449999998663543 5 2.949999999999363 2.99999999989268 0.1499999998914063 0.5999999987711817 0.700000000000955 0.2500000000015916 0.2500000000102318 3.800000000235514 0.2500000000100044 4.050000000577711 0.2500000000100044 2.199999999233341 0.250000000026148 3.69999999997367 0.250000000026148 2.050000001397621 0.249999999996362 2.750000000002728 0.25 2.99999999989268 0.25 1.199999998664907 0.2500000000002274 25.00000000004911 0.149999999891179 2.050000001420358 0.1499999989771368 1.150000000686532 0.150000000842283 0.9000000000050932 12.39999999955648 0.2499999999993179 D' E' 21 32 31 NPT + 5.00 22 23 24 25 26 27 28 29 30 HALL HALL PASADIZO PASADIZO PASADIZO PASADIZO S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. \W0.12718; S.S.H.H. \W0.12718; S.S.H.H. S.S.H.H. HABITACIÓN 01 A 4.050000000238015 B C D E F G H I 4.300000000587715 2.449999999241754 3.950000000001182 2.300000001420358 3.000000000002728 3.24999999989268 1.449999998663543 0.1499999984744136 1.250000001444278 5 2.050000000002228 0.1500000000010004 0.9000000000075943 0.1499999999930424 1.949999999891816 0.1499999998914063 0.5999999987711817 0.700000000000955 0.2500000000015916 0.2500000000102318 3.800000000235514 0.2500000000100044 4.050000000577711 0.2500000000100044 2.199999999233341 0.250000000026148 3.69999999997367 0.250000000026148 2.050000001397621 0.249999999996362 2.750000000002728 0.25 2.99999999989268 0.25 1.199999998664907 0.2500000000002274 25.95000000004984 A 4.050000000238015 B C D E F G H I 4.300000000587715 2.449999999241754 3.950000000001182 2.300000001420358 3.000000000002728 3.24999999989268 1.449999998663543 0.1499999998914063 0.5999999987711817 0.700000000000955 0.2500000000015916 0.2500000000102318 3.800000000235514 0.2500000000100044 4.050000000577711 0.2500000000100044 2.199999999233341 0.250000000026148 3.69999999997367 0.250000000026148 2.050000001397621 0.249999999996362 2.750000000002728 0.25 2.99999999989268 0.25 1.199999998664907 0.2500000000002274 25.95000000004984 D' D' E' E' 0.650000000000091 5 0.3500000007468316 5 0.3500000007468316 5 5 0.6499999999998636 1.899999999212923 0.1500000000019099 0.8499999999924057 0.149999999588772 2.399999997556279 0.1500000020998868 1.200001717929126 0.1499999996069619 0.8999999999998636 0.1499999997004124 0.2500000148229446 0.6999998305839199 0.2000001694098046 5 2.199999986067951 0.650000000000091 0.250000000091859 0.2999999998598923 5 1.799998283048808 0.4000000000005457 0.5500000000001819 0.9000000000078217 0.25 1.950000000003456 0.650000000000091 0.1499999999998636 5 0.149999999215197 5 1.25000000142677 0.1499999984919214 0.3500000023313987 0.1500000000000909 5 0.6499999999998636 1.899999999212696 0.1500000000041837 0.8499999999908141 0.2500000000015916 0.8499999999992269 0.7000000000000455 0.6499999992427092 0.2500000000006821 5 0.9000000000078217 3.049859605860775 5 0.2500000146146704 0.7000000000000455 0.1999999855679562 5 2.850000000239561 0.4000000000005457 0.5500000000001819 5 5 5 1.25 5 1.25 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 07 08 09 10 11 12 13 14 15 16 17 18 19 20 38 39 40 PASADIZO HALL 5 5 0.250000000091859 0.2999999998598923 5 5 5 A 4.050000000238015 B C D E F G H I 4.300000000587715 2.449999999241754 3.950000000001182 2.300000001420358 3.000000000002728 3.24999999989268 1.449999998663543 0.1499999984744136 1.250000001444278 5 2.050000000002228 0.1500000000010004 0.9000000000075943 0.1499999999930424 1.949999999891816 0.1499999998914063 0.5999999987711817 0.700000000000955 0.2500000000015916 0.2500000000102318 3.800000000235514 0.2500000000100044 4.050000000577711 0.2500000000100044 2.199999999233341 0.250000000026148 3.69999999997367 0.250000000026148 2.050000001397621 0.249999999996362 2.750000000002728 0.25 2.99999999989268 0.25 1.199999998664907 0.2500000000002274 25.95000000004984 0.5999999987711817 0.700000000000955 0.2500000000015916 D' E' 0.650000000000091 5 0.3500000007468316 5 0.3500000007468316 5 5 0.6499999999998636 1.899999999212923 0.1500000000016826 0.8499999999930878 0.149999999588772 2.399999997556279 0.1500000020998868 1.200001717929126 0.1499999996069619 0.8999999999998636 0.1499999997004124 0.2500000148229446 0.6999998305839199 0.2000001694098046 5 2.199999986067951 0.650000000000091 0.250000000091859 0.2999999998598923 5 1.799998283048808 0.4000000000005457 0.5500000000001819 0.25 1.950000000003456 0.650000000000091 1.25000000142677 0.3500000023313987 0.6499999999998636 1.899999999212696 0.8499999999908141 0.2500000000015916 0.8499999999992269 0.7000000000000455 0.6499999992427092 0.2500000000006821 0.9000000000078217 3.049859605860775 0.2500000146146704 0.7000000000000455 2.850000000239561 5 5 5 1.25 5 1.25 5 5 0.250000000091859 0.2999999998598923 1.949999999885449 0.149999999891179 0.9000000000078217 1.949999999885449 COCHERA NPT + 0.10 NPT + 0.00 NPT + 0.10 NPT + 0.10 NPT + 0.10 NPT + 0.00 NPT + 0.00 NPT + 0.10 NPT + 0.10 HABITACIÓN 02 HABITACIÓN 03 HABITACIÓN 04 HABITACIÓN 05 HABITACIÓN 06 HABITACIÓN 07 HABITACIÓN 08 HABITACIÓN 09 HABITACIÓN 10 HABITACIÓN 01 HABITACIÓN 02 HABITACIÓN 03 HABITACIÓN 04 HABITACIÓN 05 HABITACIÓN 06 HABITACIÓN 07 HABITACIÓN 08 HABITACIÓN 09 HABITACIÓN 10 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 2.650000000000318 0.9000000001499302 0.2500000001050466 1.800000001491298 0.0999999999999091 0.3500000072253897 0.5000000006775736 0.999999999321517 0.5000000006775736 0.5999999921546078 0.3999999999996362 2.000000000001819 0.4000000000005457 0.4000000000005457 0.3999999999996362 1.099999991306504 1.15000000009104 0.4499999853733243 0.900000000126056 1.149999993070196 0.9000000000669388 0.9000000000669388 1.200000000954788 5 5 1.099999999975807 1.150000014825537 3.199999982353802 0.4000000000005457 1.949999999999818 0.8499999823543476 0.5499999848175321 1.19999999978927 0.6999999997110535 0.8499999999903594 1.199999991437835 1.200000000005275 0.5499999999992724 1.950000000000728 0.549999999936972 0.5499999999715328 1.950000000001637 0.5499999999992724 1.100000020260268 1.15000001482008 1.050000014520492 1.300000001106127 1.199999999975716 0.4500000000002728 0.75 1.099999999999454 1.15000000009104 0.3500000012672899 2.149999982856571 2.149999982856571 1.350000008501411 1.150000006880873 1.950500865902541 0.8999999995166945 2.300140393959282 1.099999991301956 0.4000000000005457 1.200001744972496 1.199999991437835 0.7000000001844455 0.84999999999377 0.7000000001844455 0.84999999999377 0.4499999853733243 0.8499999999905867 0.6999999999238753 1.199999991437835 0.5499999999992724 1.950000000000728 0.549999999936972 0.5499999999715328 1.950000000001637 0.5499999999992724 1.200000000012551 1.200000000012551 1.299999998664816 1.199999998657859 1.29999999866277 1.199999998658313 1.200000000005275 2.050000003467176 1.200000000005275 0.7999999916582965 0.7999999916582965 1.149999991779168 1.199999999975716 0.5999999909508915 1.200000000018008 1.200000000018008 P-1 P-2 P-2 P-3 P-4 P-5 P-6 P-6 P-8 P-8 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-9 P-9 P-10 P-10 V-01 V-02 V-03 V-04 V-06 V-05 V-05 V-07 V-07 V-08 V-09 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-09 V-10 V-11 V-12 V-13 V-11 V-12 V-13 V-11 V-12 V-13 V-11 V-12 V-13 VACIO VACIO b-t b-t b-t b-t b-t b-t b-t PRIMER ALIGERADO E= 0.20 S/c= 200 kg/m2 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 + 3.50 NPT 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 5 5 5 5 A B C A' B' 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 VP-201 (25X45CM) VP-101 VP-202 (25X45CM) VP-206 (25X45CM) VP-208 (25X45CM) VP-102 VP-106 VP-108 VS-202 (25X30CM) VS-203 (25X30CM) VCH-201(25X20CM) VP-203 (25X45CM) VP-103 VP-204 (25X45CM) VP-104 VP-205 (25X45CM) VP-105 VP-207 (25X45CM) VP-107 VS-201 (25X30CM) A B C VACIO VACIO VACIO b-t b-t b-t b-t b-t b-t SEGUNDO Y TERCER ALIGERADO E= 0.20 S/c= 200 kg/m2 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 + 6.50 NPT 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C A' B' 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 b-t 0.10 5 2Ø1/2" @.15 VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VP-209(20X25CM) 2b-t 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 2b-t 0.20 5 4Ø1/2" @.15 2b-t 5 5 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 5 5 2b-t 2b-t b-t b-t b-t b-t b-t VACIO VACIO DE ESCALERA VACIO VACIO VACIO VACIO VACIO VACIO A B CUARTO ALIGERADO E= 0.20 S/c= 250 kg/m2 + 12.50 NTECHO 5 5 3 4 5 3 4 VS-402 (25X30CM) VS-401 (25X30CM) A B 5 VP-403 (25X45CM) VP-404 (25X45CM) 5 5 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø1/2" 1 1 1 1 2 2 3 3 3 3 4 4 1.500000000000796 2.0 1.500000000000796 1.000000000000341 0.5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. 5 5 5 5 5 5 5 VP-101-102-103-104-105-106-107-108 (25 X 45 cm) A B C VS-101 VS-102 VS-103 VP-201-202-203-204-205-206-207-208 (25 X 45 cm) VP-301-302-303-304-305-306-307-308 (25 X 45 cm) Secc: 1-1 3Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 2-2 2Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 3-3 3Ø5/8" 2Ø5/8" 5 5 5 Secc: 4-4 2Ø5/8" 2Ø5/8" 5 5 5 VP-107 VP-106 VP-105 VP-104 VP-103 VP-102 VP-101 VP-108 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. VS-101-201-301-103-203-303 (25 X 30 cm) 5 VP-107 VP-106 VP-105 VP-104 VP-103 VP-102 VP-101 VP-108 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. VS-102-202-302 (25 X 30 cm) 5 9 5 5 2 Ø1/2" 2 Ø1/2" VCH-101 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 6 6 6 6 6 6 5 5 5 5 5 A' B B' VCH-101-201-301 (25 X 20 cm) Secc: 6-6 2Ø1/2" 2Ø1/2" 5 5 2 Ø1/2" 2 Ø1/2" 7 7 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Secc: 7-7 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 VP-209-309 (20 X 25 cm) 1 Ø5/8" 3 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø1/2" 1 1 1 1 2 2 3 3 1.899999999999068 2.400000000000091 1.000000000000341 0.5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. 5 5 5 5 VP-403-404 (25 X 45 cm) A B VS-101 VS-102 Secc: 1-1 3Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 2-2 2Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 3-3 3Ø5/8" 2Ø5/8" 5 5 5 VP-403 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 4 3 VS-401-402 (25 X 30 cm) Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 VP-404 VP-203 VP-204 (Segunda parte) 3Ø5/8" 3Ø5/8" 0.40 0.25 1º - 3º Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 0.25 x 0.40 6Ø 5/8" C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-2 VC-01-02-03-04-05-06-07-08 0.7500000000000568 0.3000000000000114 0.1000000000000227 0.25 0.3500000000000227 Malla Ø3/8" @ 0.25 VP-103 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 NPT + 0.10 0.1750000000000114 0.25 0.7226391139611223 0.6500000002210982 4.0 5 5 S/C = 350 Kg/cm2 DETALLE DE ESCALERAS 1er TRAMO 5 2.470000000000198 0.4849999999998431 5 VE 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 5 5 TRAMO 2º, 4° 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 5 5 TRAMO 3º, 5° VP-109 VP-109 VE 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 ESCALA 1:25 0.70 0.35 3Ø5/8" 2Ø5/8" DETALLE DE VIGA VC-09 LA SECCION ES UNIFORME RECORRIDO (L=23.55m) A LO LARGO DE TODO SU Ø Ø 12.70 20.00 25.40 50.00 15.88 19.05 27.50 37.50 C(cm) 9.53 17.50 del A=ARCO 5.08 15.24 11.43 6.35 1" 3/4" 5/8" 1" D(cm) 3.81 1/2" 3/8" 15.24 13.96 31.04 45.00 1/2" 7.62 9.54 11.46 5/8" 3/4" 6.98 10.50 8.74 D(cm) 5.71 3/8" A(cm) 5.23 18.02 21.26 24.50 25.00 30.00 35.00 C(cm) 14.77 20.00 del GANCHOS A 90° D 8.97 23.02 11.22 17.92 GANCHOS A 135° A(cm) 6.73 5 Longitud Gancho Longitud Gancho 5 5 5 0.13 LONGUITUD DE TRASLAPE DESARR0LLO EN EXTREMO DE VIGA VIGA 5 5 COLUMNA VIGA 5 5 5 5 5 5 1/2" 0.50 3 d 3/8" ADICIONAL 3/8" 0.40 3/4" 0.80 5/8" 0.70 DOBLADO DE ESTRIBOS T 5 5 3 d 3/8" ADICIONAL d T 5 5 5 T 0.03 3/8" L1 0.80 0.95 d 5/8" 3/4" 1" 1.30 EMPALME DE COLUMNAS ZONA DE TRASLAPE EN VIGAS Empalme en diferentes partes tratando de hacer empalmes fuera de la zona de confinamiento 3 Ø 3/8" Adicional LONGITUD EMPALME LONGITUD DE DESARROLLO EN EXTREMOS DE VIGAS LONGITUD DE DOBLADO Cuando h=0.30, se medira la longitud "L" a partir del principio de dobles a 90° L2 0.45 0.60 1.10 1" 0.80 0.08 0.02 1/4" L 0.55 1.00 0.40 5 5 L 5 d 3/4" 1" 5/8" r <> 5 a r d 0.35 3/8" 0.30 0.65 1/2" 0.35 ESTRIBO DETALLES Y ESPECIFICACIONES TÉCNICAS EMPALMES EN COLUMNAS EMPALMES EN LOSAS Y VIGAS L (ms) Ø .30 .70 .60 .50 .40 1/4" 3/4" 5/8" 1/2" 3/8" Ø 1/4" 5 5 3/8" 3/4" 5/8" 1/2" L (ms) .30 .40 .50 .60 .70 Lamina JUNIN Departamento Provincia Distrito SATIPO Plano Propietario Proyecto \W5.21979; Firma y Sello \W5.21979; Proyecto ESC INDICADA PANGOA VIVIENDA - COMERCIO Dibujo JCTO SR. E-3 ESTRUCTURA LOSA ALIGERADA Y VIGAS 5 5 0.3 0.3 0.1000000000001819 0.1 0.1000000000001819 0.1 0.2999999999998181 DETALLE TIPICO DE LOSA ALIGERADA H= 0.20 m. ESC: 1/10 EMPALMES EN COLUMNAS EMPALMES EN LOSAS Y VIGAS L (ms) Ø .30 .70 .60 .50 .40 1/4" 3/4" 5/8" 1/2" 3/8" Ø 1/4" 5 5 3/8" 3/4" 5/8" 1/2" L (ms) .30 .40 .50 .60 .70 Lamina JUNIN Departamento Provincia Distrito SATIPO Plano Propietario Proyecto \W5.21979; Firma y Sello \W5.21979; Proyecto ESC INDICADA PANGOA VIVIENDA - COMERCIO Dibujo JCTO SR. E-4 ESTRUCTURA LOSA ALIGERADA Y VIGAS CISTERNA VOL. 6m3 NPT TECHO DE CASETA BASE DE TANQ. ELEVADO TANQUE ELEVADO DE CONCRETO 1.154809683375674 2.300000015086823 0.2999999988824129 2.249999998137355 5 ELEVACION 1 E1 NPT -0.15 Escalera Con Canastilla \W7.96907; De Seguridad CISTERNA CISTERNA VOL. 6m3 NPT NPT TECHO DE CASETA TAPA METALICA DE 1/8" TECHO DE TANQ. ELEVADO B B Escalera Con Canastilla \W7.96907; De Seguridad A A CORTE B - B' \W2.79098; Bruñas e=2cm Tapa Metalica \W1.43814; Perfiles 1/8'' TAPA METALICA DE 1/8" 5 0.2999999914318323 2.25 0.3000000007450581 2.199999999254942 0.3000000007450581 7.595000000670552 CORTE A - A' \W7.91986; TANQUE ELEVADO Y CISTERNA \W7.35541; Pared Tarrajeada Pintada con Latex Para Exteriores 2 manos \W6.79486; Columna y Viga Tarrajeada Pintada \W0.87297; con Latex Para Exteriores 2 manos \W7.13720; Columna y Viga Tarrajeada Pintada \W0.87297; con Latex Para Exteriores 2 manos \W7.13720; \W9.51622; Parapeto Tarrajeado Pintado con Latex Para Exteriores 2 manos \W6.79486; \W0.99730; Escalera Metalica con Canastilla de Segurida \W0.86567; \W0.99730; Escalera Metalica con Canastilla de Segurida \W0.86567; B B A A PLANTA TANQUE CISTERNA 6.00 M3 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8"@ 0.20 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 5 Ø 3/8"@ 0.20 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Proyecc. Tanque Cisterna CAP. 6.00 M3 NPT TAPA METALICA DE 1/8" Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE FIERRO 5/8" @ 0.30 ESCALERA GATO Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 CORTE A-A TANQUE CISTERNA 6.00 M3 WATERSTOP 5 WATERSTOP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT TAPA METALICA DE 1/8" 5 WATERSTOP WATERSTOP 5 5 Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B TANQUE CISTERNA 6.00 M3 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 0.1156490818399334 4Ø5/8" 0.25 0.25 C-1 VA VA 5 5 5 2 Ø1/2" 2 Ø1/2" 1 1 Secc: 1-1 2Ø1/2" 2Ø1/2" 5 5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. DETALLE DE VIGA DE AMARRE (25 X 30 cm) TANQUE ELEVADO TANQUE ELEVADO Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 PLANTA TANQUE ELEVADO 1.50 M3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C TANQUE ELEVADO CORTE C-C TANQUE ELEVADO 2.50 M3 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 MALLA Ø 3/8"@ 0.20 Ø 3/8"@ 0.15 (Doble malla) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE FIERRO 5/8" @ 0.30 ESCALERA GATO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PORTICO-ARMADURA 5 DETALLE DE COLUMNA (25 X 25cm) 4Ø5/8" 0.25 0.25 C-1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. MALLA Ø 1/2"@ 0.15 MALLA Ø 3/8"@ 0.20 C1 C1 C1 C1 Proyecc. Tanque Elevado CAP. 1.50 M3 5 5 5 MALLA Ø 3/8"@ 0.20 MALLA Ø 3/8"@ 0.20 5 NPT C-1 C-1 C-1 C-1 C-1 C-1 VA VA VOL. 6m3 Puerta de madera ^JApanelada (0.75 x2.45m) 5 5 5 5 5 \W2.79098; Bruñas e=2cm Proyeccion de murode tanque cisterna C1 C1 C1 C1 \W1.76546; columna de \W1.76546; confinamiento V-01 P-01 (80X80CM) TAPA METALICA DE 1/8" (40X40CM) DETALLE : V-01 Alfeizar : 1.65 Ancho : 1.25 Alto : 0.60 DETALLE : P-01 Ancho : 0.75 Alto : 2.25 ventana con estructura de aluminio perfiles de aluminio de 3 1/2" x1 1/2" Puerta de madera apanelada \W1.46052; arquitectura COLUMNA DE 2 Ø3/8" 5 5 Ø1/4"@.20 CONFINAMIENTO CC1 TANQUE CISTERNA-PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 ESC: 1/25 ESC: 1/25 ESC: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyecc. Tanque Elevado CAP. 1.50 M3 5 5 5 C1 C1 C1 C1 A A B B TANQUE ELEVADO-PLANTA ESC: 1/25 Vereda de concreto e=4" ; f'c=175kg/cm2 5 5 MADERA 5 5 5 5 <> <> Ø TEMPERATURA Ø1/4" @.25 VIGUETA ESCALA 1/12 5 DETALLE TIPICO DE ALIGERADO Secc. d - d Secc. a - a Secc. e - e MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. MUROS DE LADRILLO K.K. DE CABEZA CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. N.F.P. - 0.05 CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 5 5 5 5 5 5 5 5 5 MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. Secc. b - b CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 5 5 Secc. c - c SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. MUROS DE LADRILLO K.K. DE CABEZA CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 5 5 Secc. f - f Terraza 5 5 5 5 5 MUROS DE LADRILLO K.K. DE SOGA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. -0.05 1er peldaño de escalera N.F.P. + .125 N.F.P. - 0.05 5 RELLENO Con material de prestamo Afirmado h= 0.10 5 5 5 5 5 5 RELLENO Con material de prestamo Afirmado h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 5 5 5 5 RELLENO Con material de prestamo Afirmado h= 0.10 TANQUE CISTERNA 5.00 M3 Proyecc. Tanque Cisterna CAP. 5.00 M3 BUZON DE INSPECCION Nivel Máximo de agua 5 5 Proyecc. Tanque Cisterna CAP. 5.00 M3 5 5 5 5 5 5 5 5 FIERRO 5/8" @ 0.30 ESCALERA GATO CAP. 18.00 M3 TANQUE ELEVADO DUCTO DE INSPECCION 5 5 CAP. 18.00 M3 TANQUE ELEVADO CORTE X-X PLANTA Nivel Máximo de agua 5 5 TANQUE ELEVADO 18.00 M3 CORTE Y-Y PLANTA 5 5 5 5 5 Ø 1/2"@ 0.125 Ø 3/8"@ 0.20 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 Ø 1/2"@ 0.125 5 5 5 Ø 1/2"@ 0.125 5 5 5 Ø 1/2"@ 0.125 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 1/2"@ 0.125 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 Ø 1/2"@ 0.30 5 5 5 5 Ø 1/2"@ 0.30 Ø 3/8"@ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Malla Ø 1/2"@ 0.15 Ø 3/8"@ 0.15 Ø 3/8"@ 0.15 <> contorno <> contorno APLICAR CONCRETO CON IMPERMEABILIZANTE APLICAR CONCRETO CON IMPERMEABILIZANTE 5 5 2 Ø 1/2" (arriba y abajo) REFUERZO EN TECHO DE TANQUE NPT + 0.175 NPT + 1.40 5 5 V7- 0.30 x 0.20 5 5 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 V7- <> tipico 5 5 5 5 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 5 5 5 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 VE VE 5 5 5 5 VE 0.25 X 0.35 DETALLE DE ESCALERAS S/C = 350 Kg/cm2 1er TRAMO Ø3/8"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 5 5 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 VE 5 5 5 5 5 5 5 5 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 5 5 1Ø1/2"@ 0.20 Malla Ø3/8" @ 0.25 5 5 TRAMO 2º, 5º, 8º, 11º, 14º, 17º, 20º, 23º 26º TRAMO 3º, 6º, 9º, 12º, 15º, 18º, 21º, 24º 27º TRAMO 4º, 7º, 10º, 13º, 16º, 19º, 22º, 25º 5 TANQUE ELEVADO 18.00 M3 TANQUE CISTERNA 5.00 M3 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" 3Ø 5/8" Estrib. Ø3/8": 1@.05, 3@.10, Rto.@.15 5 5 5 5 5 5 Secc: e-e 5 5 e e e e 5 EMPALMES POR TRASLAPE m L/3 m L/4 L/4 L DE ARMADURA SUPERIOR ZONA DE EMPALME DE ARMADURA INFERIOR ZONA DE EMPALME 0.50 0.40 0.50 0.60 5/8" 1/2" V A L O R E S D E m REF. INFERIOR 0.40 REF. SUPERIOR 0.45 3/8" DIAMETRO 0.75 3/4" 0.90 1" 0.90 1.10 NOTA: no empalmar mas del 50% del area total en una seccion. Colocar estribos adicionales en la longitud de empalme. Malla Ø 1/2"@ 0.15 C-900 C-900 C-900 <> 5 4Ø 5/8" 2Ø 1/2" c-1 c-2 SC SM SW GM -0.15 0.00 -0.45 -1.15 -1.30 -3.00 -2.10 Ø1/2" @ 0.15 5 5 5 5 5 SOLADO/ CONCRETO 1. 12 VIGA PERALTADA 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 2 - 5 Ø1/2" @ 0.15 5 A X B (Verificar en planta) A X B (Verificar en planta) 5 -1.65 Nivel medio de cimentacion para zapatas/ ejes 1, 2 y 5 Nivel medio de cimentacion para zapatas/ ejes 3 - 4 VARIABLE SEGUN PLANTA SOLADO/ CONCRETO 1. 12 5 5 5 Zona de empalme (m) Zona de empalme (m) ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. 1/2" 5/8" .65 3/8" .40 .50 d L(m) SOLADO/ CONCRETO 1. 12 5 5 5 VIGA PERALTADA 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 3 VIGA PERALTADA Ø1/2" @ 0.15 5 5 VARIABLE SEGUN PLANTA 3/4" 5 5 Zona de empalme (m) Zona de empalme (m) ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. Ø1/2" @ 0.15 SOLADO/ CONCRETO 1. 12 5 5 Ø1/2" @ 0.15 5 5 Ø1/2" @ 0.15 5 5 SOLADO/ CONCRETO 1. 12 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 5 5 5 VIGA PERALTADA 5 DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJES 4 VIGA PERALTADA 5 FALSO PISO= 0.10 5 VARIABLE SEGUN PLANTA Zona de empalme (m) ESTRIBOS . Ø3/8" 1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. SOLADO/ CONCRETO 1. 12 5 5 Ø1/2" @ 0.15 5 5 Ø1/2" @ 0.15 5 5 V6-1º V9-1º V6-2º V9-2º V6-1º V9-1º V6-2º V9-2º V6-1º V9-1º V6-2º V9-2º .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 5 Ø1/2" @ 0.15 5 SOLADO/ CONCRETO 1. 12 5 5 5 5 VIGA PERALTADA 5 ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. DETALLE DE VINCULO ZAPATA - COLUMNA - VIGA/ EJE 1 Ø1/2" @ 0.15 5 A X B (Verificar en planta) A X B (Verificar en planta) 5 VARIABLE SEGUN PLANTA SOLADO/ CONCRETO 1. 12 5 5 5 Zona de empalme (m) Zona de empalme (m) ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. ESTRIBOS . Ø3/8"1@0.05, 7@0.10, 5@.15, Rto.@.20 C/ EXTR. V6-1º V9-1º V6-2º V9-2º 1/2" 5/8" .65 3/8" .40 .50 d L(m) 3/4" .80 1" 1.20 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +/- 0.00 NFP - 0.05 NTN - 0.15 TRAMO A DOBLE ALTURA VIGA PERALTADA EXPANDIDO (0.30 x0.15 x 1.20) CASETON DE POLIESTIRENO 3Ø5/8" 3Ø5/8" N.F.P. -0.05 5 <> 5 5 5 5 5 5 5 5 5 Malla Ø3/8" @ 0.25 (vertical y horizontal) 5 5 5 5 Malla Ø3/8" @ 0.25 (vertical y horizontal) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1" 1" 5 Columneta 0.10 x 0.15 CL-3 Junta de Dilatación con tecknopor 1" CL-3 CL-3 EJECUCION Y CONTROLES DE CALIDAD PARA LA ALBANILERIA COMPONENTES: UNIDAD DE ALBANILERIA: LA UNIDAD DE ALBANILERIA DE ARCILLA, CONSISTIRA EN ELEMENTOS SOLIDOS O PERFORADOS, LAS PERFORACIONES SERAN PERPENDICULARES A LA CARA DE ASIENTO. USAR LADRILLO K.K. 18 HUECOS CON UN MAXIMO DE 30% DE VACIOS NO SE ACEPTARA UNIDADES RESQUEBRAJADAS, FRACTURADAS, CON HENDIDURAS U OTROS DEFECTOS QUE DEGRADEN SU DURABILIDAD Y/O RESISTENCIA. EN EL CASO DE UNIDADES DE ALBAÑILERIA DE CONCRETO ESTAS TENDRAN UNA EDAD MINIMA DE 28 DIAS ANTES DE SER ASENTADAS. MORTERO: EL MORTERO ESTARA CONSTITUIDO POR CEMENTO PORTLAND Y ARENA GRUESA, EN LA PROPORCION VOLUMETRICA DE 1:4 (CEMENTO-ARENA). MANO DE OBRA: SERA CALIFICADA CUMPLIENDO CON LAS SIGUIENTES EXIGENCIAS BASICAS: - MUROS CONSTRUIDOS A PLOMO Y EN LINEA. - JUNTAS HORIZONTALES Y VERTICALES COMPLETAMENTE LLENAS DE MORTERO. - ESPESOR DE JUNTAS DE MORTERO DE 15 mm. - UNIDADES DE ALBANILERIA ASENTADAS CON LAS SUPERFICIES LIMPIAS Y SIN AGUA LIBRE. RESISTENCIA Y ESFUERZO ADMISIBLE: LA RESISTENCIA A LA COMPRESION DE LA UNIDAD DE ALBANILERIA SERA DE UNA TENSION MINIMA DE f'b= 95 kg/cm2. LA RESISTENCIA DEL MURO TERMINADO TENDRA UNA RESISTENCIA MINIMA A LA COMPRESION DE f'm= 40 kg/cm2, COMPROBANDOSE MEDIANTE EL ENSAYO DE PILAS DE LADRILLOS ASENTADAS DE 4 o 5 UNIDADES, FABRICADAS CON LAS MISMAS CARACTERISTICAS UTILIZADAS EN OBRA. 5 5 5 DETALLE/ ALBAÑILERIA MUROS PERIMETRICOS DETALLE/ JUNTAS DE DILATACION JUNTAS H-V, NO MAYOR A 1.5 CM 1ER PISO 2DO PISO 1ER PISO 2DO PISO 1ER PISO 2DO PISO 1ER PISO 2DO PISO LADRILLO SOLIDO SILICO CALCAREO 18/ TIPO IV Albañileria para muros perimetrales A B C A A A 4 A A 7 A COMEDOR TIENDA NPT + 0.10 SALA PATIO \W0.44424; DORMITORIO 01 DORMITORIO 02 S.S.H.H. COCINA S.S.H.H. S.S.H.H. S.S.H.H. PASADIZO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 COCHERA NPT + 0.10 NPT + 0.00 NPT + 0.10 NPT + 0.10 NPT + 0.10 NPT + 0.00 NPT + 0.00 NPT + 0.10 NPT + 0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 P-2 P-2 P-3 P-4 P-5 P-6 P-6 P-8 P-8 P-7 P-7 V-01 V-02 V-03 V-04 V-06 V-05 V-05 V-07 V-07 NPT +/- 0.00 FOSO INSPECC. Proyecc. Tanque Cisterna CIRCULACION 1 5 5 5 2 3 4 5 A 5 B A B 5 4 3 2 16Ø 1/2"@ .15 13Ø 1/2"@ .15 15Ø 1/2"@ .15 36Ø 1/2"@ .15 15Ø 1/2"@ .15 11Ø 1/2"@ 0.15 14Ø 1/2"@ .15 11Ø 1/2"@ 0.15 5 CIMIENTO DE ESCALERA C-1 5.00 m3 C-2 Z-3 C-2 Z-4 C-1 Z-2 C-1 Z-2 C-2 Z-1 C-2 Z-1 5 5 5 PLACA 1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT 5 CL-1 CL-1 16Ø 1/2"@ .15 13Ø 1/2"@ .15 16Ø 1/2"@ .15 13Ø 1/2"@ .15 16Ø 1/2"@ .15 14Ø 1/2"@ .15 Calicata Nº 1 5 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 e= 0.70 5 5 1Ø 1/2" @ 0.15 31Ø 1/2" @ 0.15 14Ø 1/2" @ 0.15 5Ø 1/2" @ 0.15 C-1 ZCOMB-1 C-1 DE ASCENSOR. -1.40 NIVEL DE FONDO NFT - 0.05 a a b b c d d d d d d d a a c c e e f 5 5 ZCOMB-2 5 5 5 5 c/ tecknopor Junta de dilatación CL-2 CL-2 CL-3 CL-2 CL-2 CL-3 CL-3 CL-3 CL-3 CL-2 CL-3 2.10 CL-3 CL-3 CL-3 CL-3 PLACA 2 C-1 C-1 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 C-1 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 VC-01 VC-01 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-09 VC-09 8 Ø 5/8"@ 0.20 15 Ø 5/8"@ 0.20 Z-3 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 7 Ø 5/8"@ 0.20 13 Ø 5/8"@ 0.20 Z-5 16 Ø 5/8"@ 0.20 12 Ø 5/8"@ 0.20 Z-4 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-10 26 Ø 5/8"@ 0.20 3 Ø 1/2"@ 0.20 A 5 5 5 5 5 5 5 5 5 5 5 5 B C 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A B C A' B' d d d d d d d d d d d d d d d d d d e e e e e e e e e e e e e e e e e e a a c c PLANTA DE CIMENTACIONES (ZAPATAS - CIMIENTOS) Z-1 DIMENSION TIPO H h 9Ø 5/8"@0.20 +9Ø 5/8"@0.20 1.80 x 1.80 1.80 0.60 FIERROS C-1 DIMENSION TIPO C-3 0.40 x 0.40 (L) ESTRIBOS FIERROS 8 Ø 5/8" 2Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 CUADRO DE COLUMNAS CUADRO DE ZAPATAS 4 Ø1/2" PISOS C-2 1º - 3º 0.40 0.40 0.25 0.15 0.25 0.15 3Ø5/8" 3Ø5/8" 2Ø5/8" C-2 4Ø1/2" 0.25 0.25 C-3 1º - 3º Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 0.25 x 0.25 10Ø 5/8"@0.20 +14Ø 5/8"@0.20 1.80 0.60 8Ø 5/8"@0.20 +15Ø 5/8"@0.20 1.80 0.60 12Ø 5/8"@0.20 +16Ø 5/8"@0.20 1.80 0.60 7Ø 5/8"@0.20 +13Ø 5/8"@0.20 1.80 0.60 7Ø 5/8"@0.20 +27Ø 5/8"@0.20 1.80 0.60 14Ø 5/8"@0.20 +23Ø 5/8"@0.20 1.80 0.60 6Ø 5/8"@0.20 +23Ø 5/8"@0.20 1.80 0.60 8Ø 5/8"@0.20 +10Ø 5/8"@0.20 1.80 0.60 3Ø 5/8"@0.20 +26Ø 5/8"@0.20 1.80 0.60 Z-2 2.00 x 2.60 Z-3 1.50 x 2.80 Z-4 2.25 x 3.00 Z-5 1.25 x 2.50 Z-6 1.30 x 4.95 Z-7 2.60 x 4.30 Z-8 1.10 x 4.30 Z-9 1.50 x 2.00 Z-10 0.50 x 5.35 CIMIENTO DE ESCALERA C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 Z-1 9 Ø 5/8"@ 0.20 9 Ø 5/8"@ 0.20 VC-01 VC-01 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-02 VC-03 VC-04 VC-05 VC-06 VC-07 VC-08 VC-09 VC-09 8 Ø 5/8"@ 0.20 15 Ø 5/8"@ 0.20 Z-3 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 7 Ø 5/8"@ 0.20 13 Ø 5/8"@ 0.20 Z-5 16 Ø 5/8"@ 0.20 12 Ø 5/8"@ 0.20 Z-4 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 7 Ø 5/8"@ 0.20 27 Ø 5/8"@ 0.20 14 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-6 Z-7 6 Ø 5/8"@ 0.20 23 Ø 5/8"@ 0.20 Z-8 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-2 14 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 8 Ø 5/8"@ 0.20 10 Ø 5/8"@ 0.20 Z-9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-10 26 Ø 5/8"@ 0.20 3 Ø 1/2"@ 0.20 A 5 5 5 5 5 5 5 5 5 5 5 5 B C 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A B C A' B' d d d d d d d d d d d d d d d d d d e e e e e e e e e e e e e e e e e e a a c c PLANTA DE CIMENTACIONES (ZAPATAS - CIMIENTOS) SOLADO/ CONCRETO 1. 12 SOLADO/ CONCRETO 1. 12 SOLADO/ CONCRETO 1. 12 RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 NPT +0.10 NFP + 0.05 NTN - 0.05 1ER PISO RELLENO Con material de prestamo Afirmado h= 0.10 CONTRAPISO h= 0.05 FALSO PISO h= 0.10 1ER PISO 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" V1 V1 V2 V2 V1 V1 RELLENO CON TECNOPOR e=0.10m (DEBAJO DE LA VIGA DE CONEXION) 5 5 5 5 5 5 5 5 5 VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE VARIABLE PARA CADA EJE 5 5 5 5 5 5 RELLENO CON TECNOPOR e=0.10m (DEBAJO DE LA VIGA DE CONEXION) DETALLE DE LA VIGA DE CONEXION (UNIFORME PARA TODOS LOS EJES) 0.70 0.35 5Ø5/8" 2Ø5/8" CORTE V1 0.70 0.35 3Ø5/8" 2Ø5/8" CORTE V2 Ø3/8"1@0.05,7@0.20,Rto.@.30 ESCALA 1:50 DETALLE DE CIMIENTO CORRIDO 5 5 5 5 5 5 5 5 VP-101 (25X45CM) VP-101 VP-102 (25X45CM) VP-106 (25X45CM) VP-108 (25X45CM) VP-102 VP-106 VP-108 VS-102 (25X30CM) VS-103 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VCH-101(25X20CM) A B C 25X30 25X30 25X30 25X30 25X30 25X30 VP-101 (25X45CM) VP-101 (25X45CM) VP-101 (25X45CM) VP-102 (25X45CM) VP-103 (25X45CM) VP-104 (25X45CM) VP-105 (25X45CM) VP-106 (25X45CM) VP-107 (25X45CM) VP-101 (25X45CM) VP-102 (25X45CM) VP-103 (25X45CM) VP-104 (25X45CM) VP-105 (25X45CM) VP-106 (25X45CM) VP-107 (25X45CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VS-101 (25X30CM) VS-102 (25X30CM) VS-103 (25X30CM) VCH-(25X20CM) VCH-(25X20CM) VCH-(25X20CM) VCH-(25X20CM) PREDIMENSIONAMIENTO PARA 2° Y 3° ALIGERADO VP-108(20X25CM) VP-103 (25X45CM) VP-103 VP-104 (25X45CM) VP-104 VP-105 (25X45CM) VP-105 VP-107 (25X45CM) VP-107 VS-101 (25X30CM) VS-101 (25X30CM) A B C VACIO DE ESCALERA VACIO 41 52 51 NPT + 8.00 42 43 44 45 46 47 48 49 50 PASADIZO PASADIZO S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. \W0.12718; S.S.H.H. \W0.12718; S.S.H.H. S.S.H.H. COMEDOR TIENDA NPT + 0.10 SALA PATIO \W0.44424; DORMITORIO 01 DORMITORIO 02 S.S.H.H. COCINA S.S.H.H. S.S.H.H. S.S.H.H. PASADIZO A 5 B C D E F G H I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D' E' 21 32 31 NPT + 5.00 22 23 24 25 26 27 28 29 30 HALL HALL PASADIZO PASADIZO PASADIZO PASADIZO S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. S.S.H.H. \W0.12718; S.S.H.H. \W0.12718; S.S.H.H. S.S.H.H. HABITACIÓN 01 A 5 B C D E F G H I 5 5 5 5 5 5 5 5 5 5 5 5 5 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 5 B C D E F G H I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D' D' E' E' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 07 08 09 10 11 12 13 14 15 16 17 18 19 20 38 39 40 PASADIZO HALL 5 5 5 5 5 5 5 A 5 B C D E F G H I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D' E' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COCHERA NPT + 0.10 NPT + 0.00 NPT + 0.10 NPT + 0.10 NPT + 0.10 NPT + 0.00 NPT + 0.00 NPT + 0.10 NPT + 0.10 HABITACIÓN 02 HABITACIÓN 03 HABITACIÓN 04 HABITACIÓN 05 HABITACIÓN 06 HABITACIÓN 07 HABITACIÓN 08 HABITACIÓN 09 HABITACIÓN 10 HABITACIÓN 01 HABITACIÓN 02 HABITACIÓN 03 HABITACIÓN 04 HABITACIÓN 05 HABITACIÓN 06 HABITACIÓN 07 HABITACIÓN 08 HABITACIÓN 09 HABITACIÓN 10 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 3.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 NPT + 6.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 P-2 P-2 P-3 P-4 P-5 P-6 P-6 P-8 P-8 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-9 P-9 P-10 P-10 V-01 V-02 V-03 V-04 V-06 V-05 V-05 V-07 V-07 V-08 V-09 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-05 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-08 V-09 V-10 V-11 V-12 V-13 V-11 V-12 V-13 V-11 V-12 V-13 V-11 V-12 V-13 VACIO VACIO b-t b-t b-t b-t b-t b-t b-t PRIMER ALIGERADO E= 0.20 S/c= 200 kg/m2 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 + 3.50 NPT 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 5 5 5 5 A B C A' B' 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 VP-201 (25X45CM) VP-101 VP-202 (25X45CM) VP-206 (25X45CM) VP-208 (25X45CM) VP-102 VP-106 VP-108 VS-202 (25X30CM) VS-203 (25X30CM) VCH-201(25X20CM) VP-203 (25X45CM) VP-103 VP-204 (25X45CM) VP-104 VP-205 (25X45CM) VP-105 VP-207 (25X45CM) VP-107 VS-201 (25X30CM) A B C VACIO VACIO VACIO b-t b-t b-t b-t b-t b-t SEGUNDO Y TERCER ALIGERADO E= 0.20 S/c= 200 kg/m2 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 + 6.50 NPT 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C A' B' 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 b-t 0.10 0.20 2Ø1/2" @.15 VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VS-202 (25X30CM) VS-203 (25X30CM) VS-201 (25X30CM) VP-209(20X25CM) 2b-t 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 2b-t 0.20 0.20 4Ø1/2" @.15 2b-t 5 5 1Ø1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 5 5 2b-t 2b-t b-t b-t b-t b-t b-t VACIO VACIO DE ESCALERA VACIO VACIO VACIO VACIO VACIO VACIO A B CUARTO ALIGERADO E= 0.20 S/c= 250 kg/m2 + 12.50 NTECHO 5 5 3 4 5 3 4 VS-402 (25X30CM) VS-401 (25X30CM) A B 5 VP-403 (25X45CM) VP-404 (25X45CM) 5 5 1Ø1/2" 1Ø 1/2" 1Ø 1/2" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø1/2" 1 1 1 1 2 2 3 3 3 3 4 4 5 5 5 5 5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. 5 5 5 5 5 5 5 VP-101-102-103-104-105-106-107-108 (25 X 45 cm) A B C VS-101 VS-102 VS-103 VP-201-202-203-204-205-206-207-208 (25 X 45 cm) VP-301-302-303-304-305-306-307-308 (25 X 45 cm) Secc: 1-1 3Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 2-2 2Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 3-3 3Ø5/8" 2Ø5/8" 5 5 5 Secc: 4-4 2Ø5/8" 2Ø5/8" 5 5 5 VP-107 VP-106 VP-105 VP-104 VP-103 VP-102 VP-101 VP-108 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. VS-101-201-301-103-203-303 (25 X 30 cm) 5 VP-107 VP-106 VP-105 VP-104 VP-103 VP-102 VP-101 VP-108 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. VS-102-202-302 (25 X 30 cm) 5 9 5 5 2 Ø1/2" 2 Ø1/2" VCH-101 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 2 Ø1/2" 6 6 6 6 6 6 5 5 5 5 5 A' B B' VCH-101-201-301 (25 X 20 cm) Secc: 6-6 2Ø1/2" 2Ø1/2" 5 5 2 Ø1/2" 2 Ø1/2" 7 7 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Secc: 7-7 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 VP-209-309 (20 X 25 cm) 1 Ø5/8" 3 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø1/2" 1 1 1 1 2 2 3 3 5 5 5 5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. 5 5 5 5 VP-403-404 (25 X 45 cm) A B VS-101 VS-102 Secc: 1-1 3Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 2-2 2Ø5/8" 2Ø5/8" 2Ø1/2" 5 5 5 Secc: 3-3 3Ø5/8" 2Ø5/8" 5 5 5 VP-403 2 Ø1/2" 2 Ø1/2" 5 5 5 5 5 4 3 VS-401-402 (25 X 30 cm) Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. Secc: 5-5 2Ø1/2" 2Ø1/2" 5 5 5 VP-404 VP-203 VP-204 (Segunda parte) 3Ø5/8" 3Ø5/8" 0.40 0.25 1º - 3º Ø3/8"1@0.05,7@0.10,5@.15,Rto.@.20 0.25 x 0.40 6Ø 5/8" C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-2 VC-01-02-03-04-05-06-07-08 5 5 5 5 5 Malla Ø3/8" @ 0.25 VP-103 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 NPT + 0.10 5 5 5 5 5 5 5 S/C = 350 Kg/cm2 DETALLE DE ESCALERAS 1er TRAMO 5 5 5 5 VE 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 5 5 TRAMO 2º, 4° 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 Ø3/8"@ 0.25 Ø3/8"@ 0.25 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 5 5 TRAMO 3º, 5° VP-109 VP-109 VE 1Ø1/2"@ 0.20 1Ø1/2"@ 0.20 Ø3/8"@ 0.25 ESCALA 1:25 0.70 0.35 3Ø5/8" 2Ø5/8" DETALLE DE VIGA VC-09 LA SECCION ES UNIFORME RECORRIDO (L=23.55m) A LO LARGO DE TODO SU Ø Ø 12.70 20.00 25.40 50.00 15.88 19.05 27.50 37.50 C(cm) 9.53 17.50 del A=ARCO 5.08 15.24 11.43 6.35 1" 3/4" 5/8" 1" D(cm) 3.81 1/2" 3/8" 15.24 13.96 31.04 45.00 1/2" 7.62 9.54 11.46 5/8" 3/4" 6.98 10.50 8.74 D(cm) 5.71 3/8" A(cm) 5.23 18.02 21.26 24.50 25.00 30.00 35.00 C(cm) 14.77 20.00 del GANCHOS A 90° D 8.97 23.02 11.22 17.92 GANCHOS A 135° A(cm) 6.73 C Longitud Gancho Longitud Gancho ARCO = A C D 0.13 LONGUITUD DE TRASLAPE DESARR0LLO EN EXTREMO DE VIGA VIGA a/6 L COLUMNA VIGA 2 a/3 L = LUZ LIBRE a/6 L/4 L/3 L/4 1/2" 0.50 3 d 3/8" ADICIONAL 3/8" 0.40 3/4" 0.80 5/8" 0.70 DOBLADO DE ESTRIBOS T L/3 L/4 3 d 3/8" ADICIONAL d T L/3 L = LUZ LIBRE L/4 T 0.03 3/8" L1 0.80 0.95 d 5/8" 3/4" 1" 1.30 EMPALME DE COLUMNAS ZONA DE TRASLAPE EN VIGAS Empalme en diferentes partes tratando de hacer empalmes fuera de la zona de confinamiento 3 Ø 3/8" Adicional LONGITUD EMPALME LONGITUD DE DESARROLLO EN EXTREMOS DE VIGAS LONGITUD DE DOBLADO Cuando h=0.30, se medira la longitud "L" a partir del principio de dobles a 90° L2 0.45 0.60 1.10 1" 0.80 0.08 0.02 1/4" L 0.55 1.00 0.40 2/3h 1/3h L h d 3/4" 1" 5/8" r <> a a r d 0.35 3/8" 0.30 0.65 1/2" 0.35 ESTRIBO DETALLES Y ESPECIFICACIONES TÉCNICAS EMPALMES EN COLUMNAS EMPALMES EN LOSAS Y VIGAS L (ms) Ø .30 .70 .60 .50 .40 1/4" 3/4" 5/8" 1/2" 3/8" Ø 1/4" L L 3/8" 3/4" 5/8" 1/2" L (ms) .30 .40 .50 .60 .70 Lamina JUNIN Departamento Provincia Distrito SATIPO Plano Propietario Proyecto \W5.21979; Firma y Sello \W5.21979; Proyecto ESC INDICADA PANGOA VIVIENDA - COMERCIO Dibujo JCTO SR. E-3 ESTRUCTURA LOSA ALIGERADA Y VIGAS 0.15 0.05 5 5 5 5 5 5 5 DETALLE TIPICO DE LOSA ALIGERADA H= 0.20 m. ESC: 1/10 EMPALMES EN COLUMNAS EMPALMES EN LOSAS Y VIGAS L (ms) Ø .30 .70 .60 .50 .40 1/4" 3/4" 5/8" 1/2" 3/8" Ø 1/4" L L 3/8" 3/4" 5/8" 1/2" L (ms) .30 .40 .50 .60 .70 Lamina JUNIN Departamento Provincia Distrito SATIPO Plano Propietario Proyecto \W5.21979; Firma y Sello \W5.21979; Proyecto ESC INDICADA PANGOA VIVIENDA - COMERCIO Dibujo JCTO SR. E-4 ESTRUCTURA LOSA ALIGERADA Y VIGAS CISTERNA VOL. 6m3 NPT TECHO DE CASETA BASE DE TANQ. ELEVADO TANQUE ELEVADO DE CONCRETO 5 5 5 5 2.55 ELEVACION 1 E1 NPT -0.15 Escalera Con Canastilla \W7.96907; De Seguridad CISTERNA CISTERNA VOL. 6m3 NPT NPT TECHO DE CASETA TAPA METALICA DE 1/8" TECHO DE TANQ. ELEVADO B B Escalera Con Canastilla \W7.96907; De Seguridad A A CORTE B - B' \W2.79098; Bruñas e=2cm Tapa Metalica \W1.43814; Perfiles 1/8'' TAPA METALICA DE 1/8" 2.35 5 5 5 5 5 5 CORTE A - A' \W7.91986; TANQUE ELEVADO Y CISTERNA \W7.35541; Pared Tarrajeada Pintada con Latex Para Exteriores 2 manos \W6.79486; Columna y Viga Tarrajeada Pintada \W0.87297; con Latex Para Exteriores 2 manos \W7.13720; Columna y Viga Tarrajeada Pintada \W0.87297; con Latex Para Exteriores 2 manos \W7.13720; \W9.51622; Parapeto Tarrajeado Pintado con Latex Para Exteriores 2 manos \W6.79486; \W0.99730; Escalera Metalica con Canastilla de Segurida \W0.86567; \W0.99730; Escalera Metalica con Canastilla de Segurida \W0.86567; B B A A PLANTA TANQUE CISTERNA 6.00 M3 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8"@ 0.20 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 5 Ø 3/8"@ 0.20 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Proyecc. Tanque Cisterna CAP. 6.00 M3 NPT TAPA METALICA DE 1/8" Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE FIERRO 5/8" @ 0.30 ESCALERA GATO Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 CORTE A-A TANQUE CISTERNA 6.00 M3 WATERSTOP 5 WATERSTOP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT TAPA METALICA DE 1/8" 5 WATERSTOP WATERSTOP 5 5 Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B TANQUE CISTERNA 6.00 M3 Ø 1/2"@ 0.15 Ø 1/2"@ 0.15 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 5 4Ø5/8" 0.25 0.25 C-1 VA VA 5 5 5 2 Ø1/2" 2 Ø1/2" 1 1 Secc: 1-1 2Ø1/2" 2Ø1/2" 5 5 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. DETALLE DE VIGA DE AMARRE (25 X 30 cm) TANQUE ELEVADO TANQUE ELEVADO Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 PLANTA TANQUE ELEVADO 3.00 M3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C TANQUE ELEVADO CORTE C-C TANQUE ELEVADO 3.00 M3 Ø 3/8"@ 0.20 Ø 3/8"@ 0.20 MALLA Ø 3/8"@ 0.20 Ø 3/8"@ 0.15 (Doble malla) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO Nivel Máximo de agua APLICAR CONCRETO CON IMPERMEABILIZANTE FIERRO 5/8" @ 0.30 ESCALERA GATO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PORTICO-ARMADURA 5 DETALLE DE COLUMNA (25 X 25cm) 4Ø5/8" 0.25 0.25 C-1 Estrib. Ø3/8": 1@.05,8@.10,3@.15, 3@ 0.20, Rto.@.25 C/Ext. MALLA Ø 1/2"@ 0.15 MALLA Ø 3/8"@ 0.20 C1 C1 C1 C1 Proyecc. Tanque Elevado CAP. 3.00 M3 5 5 5 MALLA Ø 3/8"@ 0.20 MALLA Ø 3/8"@ 0.20 5 NPT C-1 C-1 C-1 C-1 C-1 C-1 VA VA VOL. 6m3 Puerta de madera ^JApanelada (0.75 x2.45m) 5 5 5 5 5 \W2.79098; Bruñas e=2cm Proyeccion de murode tanque cisterna C1 C1 C1 C1 \W1.76546; columna de \W1.76546; confinamiento V-01 P-01 (80X80CM) TAPA METALICA DE 1/8" (40X40CM) DETALLE : V-01 Alfeizar : 1.65 Ancho : 1.25 Alto : 0.60 DETALLE : P-01 Ancho : 0.75 Alto : 2.25 ventana con estructura de aluminio perfiles de aluminio de 3 1/2" x1 1/2" Puerta de madera apanelada \W1.46052; arquitectura COLUMNA DE 2 Ø3/8" 5 5 Ø1/4"@.20 CONFINAMIENTO CC1 TANQUE CISTERNA-PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/25 ESC: 1/25 ESC: 1/25 ESC: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyecc. Tanque Elevado CAP. 3.00 M3 5 5 5 C1 C1 C1 C1 A A B B TANQUE ELEVADO-PLANTA ESC: 1/25 Vereda de concreto e=4" ; f'c=175kg/cm2 Tapa Metalica \W1.43814; Perfiles 1/8''

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Wood, Other
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Elevator, Car Parking Lot
Tags	architectural, areas, autocad, block, cistern, Design, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, rural, schools, tanker, wasser bestimmung, water, water reservoir