Fertilizer Plant Metal Structure DWG Block for AutoCAD

Metal structure for a fertilizer plant with an area of ??1100 square meters made of profiles heb heb 340 and 400 for columns and beams with IPE 330 and IPE 360 with cover curve in

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

mooring beams plant, general notes, lower than the following values:, but it must be verified that they are not, the project breaks consider, overlaps of the longitudinal rods, overlaps length, bar d, for bars, for stirrups, bar d, bending diameters, bar, length of hooks, project :, location :, main scale :, contains :, calculator :, version :, date :, are :, owner :, structural project, design discipline :,. ………………………………………….. ., rosemberg crossbowmen, assistant engineer :, ………………………………., winery the countryside , green, red, yellow, cyan, black, all, blue, magenta, white, concrete, specifications, -in millimeters, -in inches, reinforcing steels, structural system, des, girón, high seismic hazard zone, basic coefficient of capacity, use, warehouse, coating reinforcement casting in place, cement with pile, cement with micropile, given in concrete, des, giron, high seismic hazard zone, special energy dissipation capacity, normal occupation, live loads, – straps in phr cajon acesco, – trapezoidal tile acesco, deck, – structural type i profiles, steels, – platinas for base plate, – anchors and rods, – screws, – pte structural tubular profiles, – knot plates, – ground level: does not have, design parameters, foundations, – details of joints measured in mm, references and symbols, for representation of the symbols of welds are considered the indications of the standard, examination ‘., method of representation of welds, the following scheme of representation of a weld is developed :, references :, s: depth of the bevel. in welds at an angle, is the side of the weld bead., l: effective length of weld bead, d: supplementary data. In general, the series of electrode to be used, and the pre-qualified welding process, the information related to the side of the welded joint to which the arrow points, is placed by, below the reference line, while for the opposite side, indicated above the reference line, where :, designation, illustration, symbol, angle welding, butt welding in single bevel, butt welding in double bevel, butt welding in single bevel with bead wide root, weld combined butt in single and angled bevel, butt welding in single bevel with curved side, va-pt, va’-pt, vb-pt, vb’-pt, with this part, axes :, cutting of columns, cutting of beams pt, va-pc, va’-pc, vb-pc, vb’-pc, cutting of beams pc, cutting of joists, section joist, detail plate, both directions, caseton lightening, brace, as despiece, sections beams type, vb, sections columns, masonry, confined, vb., brace, vda, ring protection piles, alter Narrow rods, detail micro piles, cut a – a, cut b – b, beam, concrete wall, supported on, elevator screen, basement wall, screen cutting, screen meshes, reinforcement typology, elevator pit, foundation detail , central shoe, center shoe and, to be in contact, mooring beam must, concrete, mooring beam, deepen with, concrete, cyclopean up, competent ground, screen mesh, according to design, mesh on screens, level of foundation, detail boot, pit elevator, ladder supported on walls, ladder supported by pit, guide ladder apayada in pit, detail steps, micropiles, given in concrete, battery protection ring, cyclopean concrete, shoe box, detail pile, tie beam or, foundation , cross section, anchor, metal column, stiffeners, finished floor, pedestal, base plate, base plate view, mooring beam section, alternating overlap, bb cut, aa cut, cc cut, deck floor, all, belts talicas, square tube, upper cord, sandwich type metecno, beam rail, see detail, menzula, view axis a, view axis b, view axis c, view axis d, view axis e ‘, stiffener, section a – a, section b – b, section c – c, section d – d, section e – e, plate, detail of welds: lower column, detail of welds: upper column, column, lower column, upper column, smaw, section f – f, section g – g, detail of welds: beam ipe, side view, floor plan view, front view, detail bracket for bridge crane, foundation plant, top cord metal truss, details union parales, metal beam, section belts, pedestal, sections of columns, sections of beams, indicated, plant mezzanine plate cutting of beams pt detail of lightened plate technical specifications, ground foundation detail of footings, piles and micropiles foundation beams, plant cover winery plant metal beams, view axes a, b, d sections of v igas, columns and metal strap detail joints, plant cover plate cutting of beams pc. Technical specifications

Raw text data extracted from CAD file:

5 6 4 7 8 9 1' 2' 3' 4' 5' 10 5 7.074524571048187 11.35067422799193 5 4.869925206094422 5 4.303979104336349 5 4.561402185146562 A B C D 1 C' D' E 2 3 1' 2' PLANTA VIGAS DE AMARRE N + 5.00 ESC:_____1:75 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 E' A' B' B" 5 7.106326431179014 5.332653732112476 6.12565495027718 0.5360561955945968 6.228875377700774 5 5.858475226445762 5.079523408297177 5 5 5 5 5 \A1;4.80 \A1;7.07 \A1;11.35 \A1;2.93 \A1;4.87 \A1;4.30 \A1;2.42 \A1;4.56 \A1;7.11 \A1;5.33 \A1;6.13 \A1;0.54 \A1;6.23 \A1;5.86 \A1;5.08 \A1;5.19 \A1;4.89 \A1;5.80 \A1;0.67 \A1;6.07 \A1;5.75 \A1;5.79 \A1;6.20 7 8 9 1' 2' 3' 4' 5' 5 6 4 10 5 7.0745245710483 11.35067422799193 5 4.869925206094081 5.194275416242192 4.303979104336122 0.0017293039160222 0.0017123815671312 A B A' B' B" 5 7.106326431311459 5.332653731980031 6.125654950409796 L=6.46 L=6.00 L=6.23 ? Ø?" L=10.69 L=10.23 L=2.00 ? Ø?" L=2.23 L=1.77 L=2.00 ? Ø?" L=5.55 L=5.10 L=5.33 ? Ø?" L=5.55 L=5.10 L=5.33 ? Ø?" L=3.96 L=3.50 L=3.73 ? Ø?" L=7.07 L=6.62 L=6.84 ? Ø?" L=7.07 L=6.62 L=6.84 ? Ø?" L=4.96 L=4.50 L=4.73 ? Ø?" L=17.23 L=16.75 L=9.00 ? Ø?" L=5.52 L=5.04 L=4.50 ? Ø?" L=11.68 L=11.22 L=9.00 ? Ø?" L=17.08 L=16.62 L=4.50 ? Ø?" L=5.69 L=5.23 L=3.00 ? Ø?" L=2.23 L=1.77 L=2.00 ? Ø?" L=3.96 L=3.50 L=3.73 ? Ø?" \A1;4.80 \A1;7.08 \A1;4.80 \A1;4.89 \A1;7.11 \A1;5.33 \A1;4.80 \A1;7.08 \A1;1.56 \A1;4.80 \A1;1.46 \A1;4.89 \A1;4.89 \A1;7.11 \A1;5.33 \A1;6.13 \A1;0.85 \A1;0.85 L=5.65 L=5.20 L=5.43 ? Ø?" L=5.65 L=5.20 L=5.43 ? Ø?" \A1;0.90 L=13.18 L=12.72 L=7.50 ? Ø?" L=12.53 L=12.04 L=11.50 ? Ø?" L=12.10 L=11.64 L=9.48 ? Ø?" \A1;0.90 \A1;0.90 \A1;0.75 L=9.46 L=9.00 L=11.22 ? Ø?" L=14.68 L=14.22 L=6.00 ? Ø?" \A1;0.85 L=7.81 L=7.36 L=13.77 ? Ø?" L=6.69 L=6.23 L=2.00 ? Ø?" L=11.58 L=11.12 L=10.00 ? Ø?" \A1;0.85 L=12.03 L=11.54 L=11.00 ? Ø?" \A1;0.70 \A1;0.70 L=15.58 L=15.12 L=6.00 ? Ø?" L=10.18 L=9.72 L=10.50 ? Ø?" L=6.81 L=6.35 L=6.58 ? Ø?" L=6.81 L=6.35 L=6.58 ? Ø?" L=9.68 L=9.22 L=3.00 ? Ø?" \A1;6.99 \A1;4.56 \A1;1.69 \A1;5.17 \A1;4.56 \A1;1.69 L=7.75 L=7.29 L=7.52 ? Ø?" L=7.75 L=7.29 L=7.52 ? Ø?" L=2.73 L=2.27 L=2.50 ? Ø?" L=10.19 L=9.73 L=2.50 ? Ø?" \A1;0.90 \A1;0.90 L=17.58 L=17.13 L=4.00 ? Ø?" L=14.68 L=14.23 L=6.00 ? Ø?" L=8.03 L=7.54 L=7.00 ? Ø?" L=5.69 L=5.23 L=3.00 ? Ø?" \A1;0.85 \A1;0.95 L=13.10 L=12.65 L=8.48 ? Ø?" L=10.46 L=10.00 L=10.22 ? Ø?" L=16.12 L=15.64 L=7.89 ? Ø?" L=7.03 L=6.54 L=6.00 ? Ø?" \A1;4.30 \A1;5.19 \A1;4.87 \A1;2.93 \A1;8.76 \A1;4.30 \A1;5.19 \A1;5.04 \A1;0.90 \A1;0.80 \A1;1.15 \A1;0.80 L=12.68 L=12.22 L=8.00 ? Ø?" L=13.03 L=12.54 L=12.00 ? Ø?" L=15.73 L=15.25 L=7.50 ? Ø?" L=10.46 L=10.00 L=11.12 ? Ø?" L=9.46 L=9.00 L=11.22 ? Ø?" L=10.58 L=10.13 L=11.00 ? Ø?" L=4.46 L=4.00 L=4.23 ? Ø?" \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.05 \A1;1.05 \A1;1.00 \A1;0.90 \A1;0.85 \A1;4.80 \A1;7.08 \A1;4.80 \A1;4.89 \A1;7.11 \A1;5.33 \A1;0.85 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.85 \A1;0.85 \A1;0.90 \A1;0.80 \A1;0.95 \A1;4.30 \A1;5.19 \A1;5.04 \A1;4.80 \A1;7.08 \A1;1.56 \A1;4.80 \A1;1.46 \A1;4.89 \A1;4.89 \A1;7.11 \A1;5.33 \A1;6.13 \A1;0.85 \A1;1.05 \A1;6.99 \A1;4.56 \A1;1.69 \A1;5.17 \A1;4.56 \A1;1.69 \A1;0.90 \A1;0.85 \A1;4.30 \A1;5.19 \A1;4.87 L=15.58 L=15.12 L=6.00 ? Ø?" L=6.46 L=6.00 L=14.22 ? Ø?" L=12.18 L=11.72 L=8.50 ? Ø?" \A1;0.75 \A1;3.95-1.45 \A1;0.65 \A1;5.19 \A1;4.87 L=19.20 L=18.74 L=2.38 ? Ø?" L=16.18 L=15.72 L=4.50 ? Ø?" L=8.02 L=7.53 L=7.00 ? Ø?" \A1;4.05 - 1.28 \A1;4.13 - 1.10 L=9.70 L=9.21 L=8.67 ? Ø?" \A1;0.57 \A1;0.56 L=9.70 L=9.21 L=9.45 ? Ø?" \A1;0.90 \A1;4.89 \A1;7.11 \A1;5.33 L=4.46 L=4.00 L=4.23 ? Ø?" L=4.95 L=4.50 L=4.73 ? Ø?" \A1;0.85 \A1;4.89 \A1;7.11 \A1;5.33 \A1;3.23-1.82 \A1;0.52 L=9.68 L=9.22 L=11.00 ? Ø?" L=3.19 L=2.73 L=5.50 ? Ø?" \A1;1.11 L=2.25 L=1.78 L=2.01 ? Ø?" L=2.25 L=1.78 L=2.01 ? Ø?" \A1;0.57 \A1;7.07 \A1;2.70-0.60 L=10.85 L=10.38 L=10.61 ? Ø?" L=6.68 L=6.23 L=6.00 ? Ø?" L=3.23 L=2.77 L=3.00 ? Ø?" \A1;0.51 \A1;1.10 \A1;4.89 \A1;7.11 \A1;5.33 \A1;5.30-1.82 \A1;0.57 L=11.46 L=11.00 L=11.23 ? Ø?" L=5.52 L=5.04 L=4.50 ? Ø?" L=10.18 L=9.72 L=10.50 ? Ø?" \A1;1.15 L=1.09 L=0.63 L=7.60 ? Ø?" L=11.46 L=11.00 L=10.12 ? Ø?" L=5.19 L=4.73 L=3.50 ? Ø?" L=15.58 L=15.12 L=6.00 ? Ø?" \A1;9.80 L=11.68 L=11.22 L=9.00 ? Ø?" L=9.46 L=9.00 L=11.22 ? Ø?" L=8.52 L=8.04 L=7.50 ? Ø?" \A1;0.70 \A1;1.00 L=7.46 L=7.00 L=7.23 ? Ø?" \A1;0.90 \A1;0.90 \A1;1.15 \A1;0.80 \A1;4.30 \A1;5.19 \A1;4.87 \A1;2.93 \A1;8.76 \A1;6.95 \A1;0.28 L=12.02 L=11.53 L=11.00 ? Ø?" L=9.46 L=9.00 L=9.23 ? Ø?" L=12.73 L=12.24 L=4.50 ? Ø?" L=11.46 L=11.00 L=11.23 ? Ø?" \A1;0.85 \A1;0.95 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.35 \A1;0.40 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.40 D NOTAS GENERALES # 7 = 27 35 # 6 = 23 30 # 4 = 15 20 # 3 = 11 15 # 5 = 19 25 # 8 = 30 40 5 A 90° inferiores a los siguientes Valores: pero se debe verificar que no sean Los despieces del proyecto consideran traslapos de las Varillas longitudinales. #6 84 cm LT LONGITUD DE TRASLAPOS #7 122 cm #8 140 cm #4 56 cm #3 42 cm #5 70 cm #6 12 cm #7 13 cm #8 15 cm BARRA D #4 8 cm #5 10 cm #3 6 cm PARA BARRAS PARA ESTRIBOS: #2 2.5 cm #4 5 cm #3 4 cm BARRA D DIÁMETROS DE DOBLADO 5 Barra LG LT cm cm LONGITUD DE GANCHOS Nota: Confinar en las zonas de traslapo complementando con estribos a d/4 \A1;LG \A1;LT \A1;LT \A1;D \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.177 \A1;0.30 \A1;0.88 \A1;1.20 \A1;1.05 \A1;1.05 \A1;1.50 \A1;1.15 \A1;0.30 \A1;0.177 \A1;1.06 \A1;0.177 \A1;0.30 \A1;1.50 \A1;1.15 \A1;1.06 \A1;0.167 \A1;0.30 \A1;1.50 \A1;2.40 \A1;0.90 \A1;0.167 \A1;0.30 \A1;0.90 \A1;2.40 \A1;1.50 \A1;0.30 Ing. Juan Fernando Rodriguez O. \H0.75556x;Mat. 68202-40000 STD Cel. 313 455 2897 Ingeniero Civil Proyecto: Ubicación: Escala principal: Plancha N°: Contiene: Calculista: Versión: Fecha: Son: ENERO 2016 Propietario: 10 PROYECTO ESTRUCTURAL Disciplina de Diseño: NSR-10 El contenido de esta plancha es propiedad intelectual del Diseñador No podrá ser copiado, utilizado o modificado sin autorización previa del Diseñador C.P. Art. 270, 271, 272 / LEY 23 DE 1982 y LEY 44 de 1993 / C.N. Art. 61 01 .................................................... Rosemberg Ballesteros Ingeniero Auxiliar: ..................................... BODEGA LA CAMPIÑA Verde Rojo Amarillo Cian 10 11 12 0.3 0.1 0.2 0.4 1.0 1.1 1.2 Negro Negro Negro Negro Negro Negro Negro 252 253 0.2 0.2 0.2 252 253 254 254 TAMANO 1 PLIEGO 100x72 TODOS Blue 0.5 Negro Magenta 0.6 Negro White 0.7 Negro 8 0.8 Negro 9 0.9 Negro CONCRETOS Reforzados f'c=210 kg/cm2 (3000 psi) Ciclopeo f'c=175 kg/cm2 (2500 psi) 40% Piedra Rajon - 60% Concreto Refuerzo (Corrugado) d<=3/8" Fy=4200 kg/cm2 Refuerzo (Corrugado) d>=1/2" Fy=4200 kg/cm2 ESPECIFICACIONES Refuerzo (Grafilado) Fy=4200 kg/cm2 -EN MILIMETROS -EN PULGADAS ACEROS DE REFUERZO -PORTICO EN CONCRETO (Columnas - Vigas en Concreto) SISTEMA ESTRUCTURAL Aa= 0.20 DES Ro=7.00 GIRÓN, Zona de Amenaza Sísmica ALTA Capacidad de Disipación de Energía Especial (DES) Coeficiente Basico de Capacidad Uso Bodega CAPITULO A - NSR-10 Losas, Muros, Viguetas, Columnetas e=20 mm RECUBRIMIENTO REFUERZO VACIADO EN SITIO Columnas y Vigas, Refuerzo Principal e=40 mm Columnas y Vigas, Estribos e=30 mm Av= 0.25 GIRÓN, Zona de Amenaza Sísmica ALTA \A1;.40 \A1;0.40 \A1;.40 \A1;.40 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;3.30 \A1;3.30 \A1;.40 \A1;.63 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.63 \A1;.40 \A1;.62 \A1;.10 \A1;.62 \A1;.15 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.35 \A1;0.10 \A1;2.35 \A1;0.10 \A1;2.19 \A1;0.40 \A1;0.99 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;2.19 \A1;.10 \A1;2.19 \A1;.40 \A1;2.35 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.41 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;3.29 \A1;.10 \A1;3.29 \A1;.40 \A1;1.99 \A1;2.20 \A1;.40 \A1;.40 \A1;2.42 \A1;.10 \A1;2.42 \A1;.40 \A1;2.55 \A1;3.30 \A1;.10 \A1;3.30 \A1;.10 \A1;2.20 \A1;.40 \A1;.40 \A1;.63 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.63 \A1;.40 \A1;.62 \A1;.10 \A1;.62 \A1;.15 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.35 \A1;.10 \A1;2.35 \A1;0.40 \A1;2.19 \A1;0.10 \A1;2.19 \A1;0.40 \A1;0.99 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;2.19 \A1;.10 \A1;2.19 \A1;.40 \A1;2.35 \A1;.10 \A1;2.35 \A1;.40 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.41 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.40 \A1;3.29 \A1;.10 \A1;3.29 \A1;.40 \A1;1.99 \A1;2.20 \A1;.40 \A1;2.42 \A1;.10 \A1;2.42 \A1;.40 \A1;2.55 \A1;.10 \A1;.10 \A1;2.20 \A1;.40 \A1;0.40 \A1;2.19 \A1;.40 \A1;.40 \A1;.40 \A1;.10 \A1;2.35 \A1;.40 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.25 \A1;1.25 \A1;1.30 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.25 \A1;1.25 \A1;1.30 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 L=9.18 L=8.72 L=3.50 ? Ø?" \A1;1.00 \A1;1.32 \A1;0.16 \A1;0.16 \A1;1.00 \A1;0.08 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.35 \A1;8.00 \A1;26 d5/8" c/10 cm. \A1;18 d3/8" c/30 cm. \A1;0.30 \A1;0.60 \A1;0.90 \A1;0.12 \A1;0.12 \A1;0.12 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.12 \A1;0.12 \A1;0.12 \A1;1.10 \A1;1.10 \A1;1.00 \A1;0.18 \A1;1.10 \A1;0.17 \A1;0.76 \A1;0.17 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.20 \A1;0.70 \A1;0.20 \A1;1.10 \A1;0.28 \A1;0.28 \A1;0.28 \A1;0.28 \A1;0.28 \A1;0.19 \A1;0.28 \A1;0.19 \A1;1.10 \A1;1.05 \A1;0.10 \A1;2.08 \A1;1.61 \A1;0.30 \A1;0.20 L=2.23 L=1.77 L=2.00 ? Ø?" L=4.96 L=4.50 L=4.73 ? Ø?" L=7.75 L=7.29 L=7.52 ? Ø?" L=7.75 L=7.29 L=7.52 ? Ø?" L=5.25 L=4.79 L=5.02 ? Ø?" L=7.95 L=7.50 L=13.63 ? Ø?" \A1;1.05 \A1;0.75 \A1;3.95-1.45 \A1;4.30 \A1;5.19 \A1;4.87 L=7.03 L=6.54 L=6.00 ? Ø?" \A1;5.88-5.11 \A1;0.56 L=7.96 L=7.50 L=12.72 ? Ø?" \A1;1.05 L=3.23 L=2.77 L=3.00 ? Ø?" L=4.46 L=4.00 L=4.23 ? Ø?" \A1;2.57 \A1;0.10 L=3.60 L=3.14 L=3.37 ? Ø?" L=3.60 L=3.14 L=3.37 ? Ø?" \A1;0.56 \A1;0.56 \A1;2.22-0.83 \A1;0.40 L=3.55 L=3.08 L=3.31 ? Ø?" L=3.55 L=3.08 L=3.31 ? Ø?" \A1;0.75 \A1;3.95-1.45 \A1;1.15 \A1;3.80-3.10 \A1;0.56 \A1;4.30 \A1;5.19 \A1;4.87 L=6.43 L=5.97 L=6.20 ? Ø?" L=11.53 L=11.04 L=10.50 ? Ø?" (1.50x3.70) R1 2 (1.50x3.30) R2 2 (1.50x3.95) R3 2 (1.10x3.70) R4 2 (1.10x3.30) R5 2 (1.10x3.95) R6 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.85 \A1;0.15 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.85 \A1;0.15 \A1;1.60 \A1;1.20 \A1;2.60 \A1;1.50 \A1;3.70 \A1;0.08 \A1;0.08 \A1;1.35 \A1;2.85 \A1;0.70 \A1;0.15 \A1;1.60 \A1;0.10 \A1;1.00 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.10 \A1;1.20 \A1;A1 \A1;A2 \A1;H (zapata) \A1; H=0.50-1.50 \A1;0.30 (min.) \A1;A1 \A1;A2 \A1;H (viga de amarre) \A1;0.30 \A1;0.40 \A1;0.10 \A1;1.10 \A1;3.70 \A1;0.10 \A1;0.10 \A1;0.90 \A1;2.85 \A1;0.70 \A1;0.15 \A1;1.50 \A1;3.30 \A1;0.08 \A1;0.08 \A1;1.35 \A1;2.55 \A1;0.70 \A1;0.05 \A1;1.10 \A1;3.30 \A1;0.10 \A1;0.10 \A1;0.90 \A1;2.55 \A1;0.70 \A1;0.05 \A1;1.50 \A1;3.95 \A1;0.08 \A1;0.08 \A1;1.35 \A1;2.85 \A1;0.95 \A1;0.15 \A1;1.10 \A1;3.95 \A1;0.10 \A1;0.10 \A1;0.90 \A1;2.85 \A1;0.95 \A1;0.15 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.177 \A1;0.30 \A1;0.30 \A1;0.177 \A1;0.30 \A1;0.40 \A1;0.88 \A1;1.20 \A1;1.05 \A1;1.05 \A1;1.50 \A1;1.15 \A1;0.177 \A1;1.06 \A1;1.50 \A1;1.15 \A1;1.06 \A1;1.05 \A1;0.10 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;2.00 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 9 1' 2' 3' 4' 5' 5 6 4 10 5 4.869925206093171 5.194275416241851 4.303979104336406 A B C D 1 C' D' E 2 3 1' 2' A' B' B" 9 5 5.793733186713439 5.749418366171881 4.893070782364759 0.5360563459584 6.228875199971355 5.800553435351389 5.858475212493431 5.079523408283762 7.106326541937904 6.074250146451391 0.6660106559505721 4.795774593166129 7.074523772877228 11.35067728532908 5.332653745240123 6.125654951479589 7 8 5 4.561398492486205 (1.30x1.30x0.35) Z-2 PT-1 (1.30x1.30x0.35) Z-2 PT-1 (1.30x1.30x0.35) Z-2 PT-2 PT-1 (1.00x1.00x0.35) Z-1 PT-1 PT-1 (1.00x1.00x0.35) Z-1 (1.00x1.00x0.35) Z-1 PT-1 (1.00x1.00x0.35) Z-1 PT-1 PT-2 PT-2 PT-1 PT-1 PT-1 PT-1 5 5 5 5 5 0.999999923553446 0.9999999958904482 1.299556832398707 5 5 \A1;8.00 \A1;\U+22050.60 \A1;1.00 \A1;0.35 \A1;0.90 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;2.00 \A1;2.00 \A1;0.40 \A1;A1 \A1;A2 \A1;H (zapata) \A1;0.40 (min.) \A1;A1 \A1;A2 \A1;H (viga de amarre) \A1;mínimo 2.00 m. \A1;0.90 \A1;0.35 \A1;0.90 \A1;0.90 Cimentar con pilote d1.0m. Cimentar con Micropilote o Pila (ver detalle) dado en concreto (0.90x0.90x0.35) \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.35 \A1;1.30 \A1;1.30 dado en concreto (1.30x1.30x0.35) \A1;450 \A1;500 \A1;40 \A1;123 \A1;123 \A1;123 \A1;40 \A1;40 \A1;140 \A1;140 \A1;140 \A1;40 \A1;0.30 \A1;0.45 \A1;0.35 \A1;954 \A1;95 \A1;38 \A1;75 \A1;75 \A1;75 \A1;75 \A1;69 \A1;150 \A1;75 \A1;102 \A1;69 \A1;150 \A1;75 \A1;102 \A1;500 \A1;75 \A1;75 \A1;340 \A1;110 \A1;110 \A1;0.60 \A1;0.55 \A1;0.30 \A1;0.45 \A1;0.35 \A1;0.60 \A1;0.55 \A1;922 \A1;500 \A1;600 \A1;50 \A1;133 \A1;133 \A1;133 \A1;50 \A1;50 \A1;167 \A1;167 \A1;167 \A1;50 \A1;0.70 \A1;0.60 \A1;0.70 \A1;0.60 \A1;111 \A1;44 \A1;55 \A1;95 \A1;600 \A1;55 \A1;95 \A1;55 \A1;95 \A1;400 \A1;0.35 \A1;0.35 \A1;0.35 \A1;11.67 \A1;0.35 \A1;11.65 \A1;0.35 \A1;15.46 \A1;0.35 \A1;0.35 \A1;4.21 \A1;0.35 \A1;2.49 \A1;0.35 \A1;4.45 \A1;0.35 \A1;12.15 \A1;0.35 \A1;11.43 \A1;0.35 \A1;0.35 \A1;1.24 \A1;0.35 \A1;12.18 \A1;0.35 \A1;11.11 \A1;0.35 \A1;0.35 \A1;4.55 \A1;0.35 \A1;0.35 \A1;4.55 \A1;0.35 \A1;6.75 \A1;0.35 \A1;5.01 \A1;0.35 \A1;3.04 \A1;0.35 \A1;0.35 \A1;4.52 \A1;0.35 \A1;4.84 \A1;0.35 \A1;3.98 \A1;0.35 \A1;1.75 \A1;3.59 \A1;3.26 \A1;0.35 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.00 \A1;5.19 \A1;2.93 \A1;4.87 \A1;4.30 \A1;6.16 \A1;5.79 \A1;5.75 \A1;4.89 \A1;0.54 \A1;6.23 \A1;5.80 \A1;5.86 \A1;5.08 \A1;7.11 \A1;6.07 \A1;0.67 \A1;4.80 \A1;7.07 \A1;11.35 \A1;5.33 \A1;6.13 \A1;2.42 \A1;4.56 \A1;0.30 \A1;0.45 \A1;0.35 \A1;922 \A1;500 \A1;600 \A1;50 \A1;133 \A1;133 \A1;133 \A1;50 \A1;50 \A1;167 \A1;167 \A1;167 \A1;50 \A1;0.70 \A1;0.60 \A1;0.70 \A1;0.60 \A1;111 \A1;44 \A1;55 \A1;95 \A1;600 \A1;55 \A1;95 \A1;55 \A1;95 \A1;400 \A1;46 \A1;65 \A1;65 \A1;46 \A1;150 \A1;59 \A1;183 \A1;59 \A1;150 \A1;102 \A1;19 \A1;102 \A1;222 \A1;945 \A1;600 \A1;979 \A1;945 \A1;102 \A1;19 \A1;102 \A1;600 \A1;464 \A1;464 \A1;464 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;400 \A1;180 \A1;40 \A1;40 \A1;220 \A1;160 \A1;80 \A1;20 \A1;2 \A1;0.05 \A1;0.40 \A1;9.70 \A1;0.30 \A1;1.05 \A1;0.49 \A1;8.46 \A1;2.02 \A1;2.04 \A1;0.05 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;2.02 \A1;0.05 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;0.15 \A1;0.94 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.05 \A1;2.02 \A1;0.05 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;0.26 \A1;0.05 \A1;0.63 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.05 \A1;0.40 \A1;1.54 \A1;8.16 \A1;0.30 \A1;1.05 \A1;0.49 \A1;8.46 \A1;0.05 \A1;0.40 \A1;1.54 \A1;8.16 \A1;0.30 \A1;1.05 \A1;0.49 \A1;8.46 \A1;0.05 \A1;0.40 \A1;9.70 \A1;0.30 \A1;2.02 \A1;0.05 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.47 \A1;2.04 \A1;1.97 \A1;1.85 \A1;1.68 \A1;1.46 \A1;1.18 \A1;0.85 \A1;0.48 \A1;0.05 \A1;1.96 \A1;1.89 \A1;1.90 \A1;1.86 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.84 \A1;1.84 \A1;1.84 \A1;1.84 \A1;1.96 \A1;0.05 \A1;0.40 \A1;5.00 \A1;0.36 \A1;4.34 \A1;0.30 \A1;0.05 \A1;0.33 \A1;5.07 \A1;0.36 \A1;4.34 \A1;0.30 \A1;0.05 \A1;0.33 \A1;1.12 \A1;0.49 \A1;0.95 \A1;7.22 \A1;0.30 \A1;0.05 \A1;0.40 \A1;1.05 \A1;0.49 \A1;0.95 \A1;7.52 \A1;0.05 \A1;0.40 \A1;1.05 \A1;0.49 \A1;0.95 \A1;7.22 \A1;0.30 \A1;0.05 \A1;0.33 \A1;1.12 \A1;0.49 \A1;3.46 \A1;0.36 \A1;4.64 \A1;22 \A1;297 \A1;22 \A1;300 \A1;340 \A1;12 \A1;24 \A1;352 \A1;24 \A1;400 \A1;300 \A1;14 \A1;12 \A1;307 \A1;12 \A1;160 \A1;330 \A1;13 \A1;335 \A1;13 \A1;170 \A1;360 \A1;8 \A1;8 \A1;14 \A1;373 \A1;14 \A1;180 \A1;400 \A1;23 \A1;444 \A1;23 \A1;300 \A1;490 \A1;12 \A1;47.77 \A1;1.24 \A1;23.14 \A1;23.38 \A1;11.89 \A1;11.83 \A1;11.58 \A1;11.84 \A1;11.27 \A1;11.84 \A1;10.95 \A1;7.04 \A1;8.23 \A1;8.17 \A1;8.73 \A1;10.94 \A1;12.03 \A1;12.00 \A1;11.93 \A1;12.03 \A1;12.00 \A1;11.93 \A1;12.00 \A1;11.93 \A1;150 \A1;300 \A1;150 \A1;85 \A1;15 \A1;190 \A1;425 \A1;190 \A1;15 \A1;85 \A1;425 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;31 \A1;146.8 \A1;146.8 \A1;21 \A1;21 \A1;21 \A1;146.7 \A1;190 \A1;15 \A1;85 \A1;425 \A1;23 \A1;23 \A1;146.8 \A1;17.5 \A1;85 \A1;430 \A1;195 \A1;450 \A1;500 \A1;40 \A1;123 \A1;123 \A1;123 \A1;40 \A1;40 \A1;140 \A1;140 \A1;140 \A1;40 \A1;0.30 \A1;0.45 \A1;0.35 \A1;954 \A1;95 \A1;38 \A1;75 \A1;75 \A1;75 \A1;75 \A1;69 \A1;150 \A1;75 \A1;102 \A1;69 \A1;150 \A1;75 \A1;102 \A1;500 \A1;75 \A1;75 \A1;340 \A1;110 \A1;110 \A1;0.60 \A1;0.55 \A1;0.60 \A1;0.55 \A1;210 \A1;20 \A1;20 \A1;400 \A1;340 \A1;20 \A1;20 \A1;380 \A1;20 \A1;20 \A1;210 \A1;20 \A1;20 \A1;400 \A1;131.4 \A1;131.4 \A1;126 \A1;126 \A1;20 \A1;20 \A1;400 \A1;210 \A1;340 \A1;20 \A1;20 \A1;380 \A1;20 \A1;20 \A1;139.4 \A1;139.4 \A1;139.4 \A1;25 \A1;15 \A1;80 \A1;190 \A1;420 \A1;190 \A1;15 \A1;85 \A1;425 \A1;25 \A1;25 \A1;25 \A1;126 \A1;126 \A1;25 \A1;25 \A1;Elementos verticales Tubo Cuadrado 40x40x2.0mm \A1;0.34 \A1;11.52 \A1;0.40 \A1;11.46 \A1;0.34 \A1;Elementos verticales Tubo Cuadrado 40x40x2.0mm \A1;0.34 \A1;11.21 \A1;0.40 \A1;11.46 \A1;0.34 \A1;Elementos verticales Tubo Cuadrado 40x40x2.0mm \A1;0.34 \A1;10.90 \A1;0.40 \A1;11.46 \A1;0.34 \A1;Elementos verticales Tubo Cuadrado 40x40x2.0mm \A1;0.34 \A1;10.62 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.34 \A1;Elementos verticales Tubo Cuadrado 40x40x2.0mm \A1;6.69 \A1;7.90 \A1;8.17 \A1;8.39 \A1;0.30 \A1;10.68 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.62 \A1;0.30 \A1;0.30 \A1;11.73 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.60 \A1;0.30 \A1;0.30 \A1;11.67 \A1;0.30 \A1;11.63 \A1;0.30 \A1;5.19 \A1;4.80 \A1;7.07 \A1;11.35 \A1;2.93 \A1;4.87 \A1;4.30 \A1;2.42 \A1;4.56 \A1;4.89 \A1;7.11 \A1;5.33 \A1;6.13 CONCRETOS Reforzados f'c=21 MPa (3000 psi) Ciclopeo f'c=17.5 MPa (2500 psi) 40% Piedra Rajon - 60% Concreto Refuerzo (Corrugado) d<=3/8" Fy=420 MPa (4200 Kg/cm2) Refuerzo (Corrugado) d>=1/2" Fy=420 MPa (4200 Kg/cm2) ESPECIFICACIONES Refuerzo (Grafilado) Fy=420 MPa (4200 Kg/cm2) -EN MILIMETROS -EN PULGADAS ACEROS DE REFUERZO -PORTICO EN ACERO (Columnas - Vigas en Acero) SISTEMA ESTRUCTURAL Aa= 0.20 Des Ro=3.00 GIRON, Zona de Amenaza Sísmica Alta Capacidad de Disipación de Energía Especial Coeficiente Basico de Capacidad Uso Ocupacion Normal CAPITULO A - NSR-10 Losas, Muros, Viguetas, Columnetas e=20 mm RECUBRIMIENTO REFUERZO VACIADO EN SITIO Columnas y Vigas, Refuerzo Principal e=40 mm Columnas y Vigas, Estribos e=30 mm Av= 0.25 GIRON, Zona de Amenaza Sísmica Alta CARGAS VIVAS - Correas en PHR Cajon Acesco - Teja Trapezoidal Acesco CUBIERTA - PERFILES TIPO I ESTRUCTURAL ASTM A-572-GR 50 Fy=345Mpa - SOLDADURA E70XX ACEROS ASTM A-36 Fy=250Mpa - PLATINAS PARA PLACA BASE TIPO A490 - ANCLAJES Y VARILLA A325 (Grado 5) Alta resistencia - TORNILLOS - PERFILES TUBULAR ESTRUCTURAL PTE Fy=50.000psi (COLMENA) Cubierta = 50 kg/m2 ASTM A-572-GR50 Fy=345Mpa - PLATINAS PARA NUDOS - Nivel freatico: No presenta PARAMETROS DE DISEÑO CIMENTACIONES - Capacidad de carga admisible: 14 Ton/m2 - Detalles de uniones medidas en mm REFERENCIAS Y SIMBOLOGÍA Para la representación de los símbolos de soldaduras se consideran las indicaciones de la norma ANSI/AWS A2.4-98 'STANDARD SYMBOLS FOR WELDING, BRAZING, AND NONDESTRUCTIVE EXAMINATION'. MÉTODO DE REPRESENTACIÓN DE SOLDADURAS Conforme a la figura 2 de ANSI/AWS A2.4-98 y a los tipos de soldaduras empleadas en este proyecto, se desarrolla el siguiente esquema de representación de una soldadura: 3 2 1 6 4 5 L S(E) D Referencias: 1: flecha (conexión entre 2 y 6) 2: línea de referencia 3: símbolo de soldadura 4: símbolo soldadura perimetral. 5: símbolo de soldadura en el lugar de montaje. 6: línea del dibujo que identifica la unión propuesta. S: profundidad del bisel. En soldaduras en ángulo, es el lado del cordón de soldadura. (E): tamaño del cordón en soldaduras a tope. L: longitud efectiva del cordón de soldadura D: dato suplementario. En general, la serie de electrodo a utilizar y el proceso precualificado de soldeo. La información relacionada con el lado de la unión soldada a la que apunta la flecha, se coloca por debajo de la línea de referencia, mientras que para el lado opuesto, se indica por encima de la línea de referencia: OS AS AS OS OS AS OS AS OS AS AS OS Donde: OS(Other Side): es el otro lado de la flecha AS(Arrow Side): es el lado de la flecha Referencia 3 Designación Ilustración Símbolo Soldadura en ángulo Soldadura a tope en 'V' simple (con chaflán) Soldadura a tope en bisel simple Soldadura a tope en bisel doble Soldadura a tope en bisel simple con talón de raíz amplio Soldadura combinada a tope en bisel simple y en ángulo Soldadura a tope en bisel simple con lado curvo A B C D 1 C' D' E 2 3 1' 2' A' B' B" 9 5 5.793733186713325 5.749418366171994 6.074250146368684 5.332653745240123 6.125654951479305 0.5360563459583432 6.228875199971355 5.80055343535156 5.858475212493261 5.079578671272941 7.106326545942466 4.893070782364703 \A1;6.15 \A1;5.79 \A1;5.75 \A1;6.07 \A1;5.33 \A1;6.13 \A1;0.54 \A1;6.23 \A1;5.80 \A1;5.86 \A1;5.08 \A1;7.11 \A1;4.89 \A1;\fCentury|b0|i0|c0|p18;60 \A1;\fCentury|b0|i0|c0|p18;60 \A1;S \A1;S \A1;\fCentury|b0|i0|c0|p18;30 \A1;\fCentury|b0|i0|c0|p18;50 \A1;\fCentury|b0|i0|c0|p18;30 \A1;\fCentury|b0|i0|c0|p18;30 \A1;\fCentury|b0|i0|c0|p18;30 \A1;\fCentury|b0|i0|c0|p18;30 \A1;50 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;3.29 \A1;.10 \A1;3.29 \A1;.40 \A1;1.99 \A1;2.20 \A1;.40 \A1;.40 \A1;2.42 \A1;.10 \A1;2.42 \A1;.40 \A1;2.55 \A1;3.30 \A1;.10 \A1;3.30 \A1;.10 \A1;2.20 \A1;.40 \A1;.40 \A1;.63 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.63 \A1;.40 \A1;.62 \A1;.10 \A1;.62 \A1;.15 \A1;0.40 \A1;3.90 \A1;0.40 \A1;2.35 \A1;.10 \A1;2.35 \A1;0.40 \A1;2.19 \A1;0.10 \A1;2.19 \A1;0.40 \A1;0.99 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;2.19 \A1;.10 \A1;2.19 \A1;.40 \A1;2.35 \A1;.10 \A1;2.35 \A1;.40 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.41 \A1;.40 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.40 \A1;0.40 \A1;.40 \A1;1.05 \A1;0.75 \A1;3.95-1.45 \A1;5.88-3.15 \A1;0.56 \A1;1.05 \A1;4.30 \A1;5.19 \A1;4.87 L=7.03 L=6.54 L=6.00 ? Ø?" L=8.53 L=8.07 L=8.30 ? Ø?" \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.60 \A1;0.40 \A1;2.60 L=6.96 L=6.50 L=6.73 ? Ø?" L=6.96 L=6.50 L=6.73 ? Ø?" VA-PT (0.40x0.40) 4 5 6 7 VA'-PT (0.40x0.40) 4 5 6 4 5 VB-PT (0.40x0.40) 4 5 5' VB'-PT (0.40x0.40) 5 5 5 5 5 5 5 5 A A' B B' B" A A' B B' A A' 5 5 5 5 5 5 5 5 V6-PT (0.40x0.40) V5-PT (0.40x0.40) V4-PT (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 9C8 9C8 18C16 3 Ø3/4" 2 Ø3/4" 1 Ø3/4" 3 Ø5/8" 3 Ø5/8" 9C8 9C8 27C16 3 Ø3/4" 3 Ø3/4" 1 Ø3/4" 9C8 9C8 18C16 9C8 9C8 32C16 9C8 9C8 18C16 9C8 9C8 32C16 13C8 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 2 Ø3/4" 3 Ø3/4" 3 Ø3/4" 1 Ø5/8" 5 3 Ø5/8" 3 Ø5/8" 2 Ø3/4" 2 Ø3/4" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 1 Ø5/8" 2 Ø3/4" 5 1 Ø5/8" 5 9C8 9C8 19C16 9C8 9C8 19C16 9C8 9C8 19C16 13C8 13C8 29C16 9C8 9C8 22C16 9C8 9C8 27C16 9C8 9C8 22C16 13C8 13C8 29C16 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 5 1 Ø5/8" 5 3 Ø5/8" 5 3 Ø5/8" 5 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 1 Ø5/8" 5 7 9 8 9 8 9 5 V1'-PT (0.40x0.40) V2'-PT (0.40x0.40) V3'-PT (0.40x0.40) V4'-PT (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 2 Ø3/4" 2 Ø3/4" 9C8 9C8 17C16 9C8 4C16 5 5 5 5 5 5 9C8 9C8 17C16 9C8 9C8 20C16 9C8 4C16 3 Ø5/8" 3 Ø5/8" 13C8 12C8 29C16 2 Ø3/4" 2 Ø3/4" 1 Ø3/4" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 1 Ø5/8" 2 Ø3/4" 2 Ø3/4" 5 1' 2' 3' 4' 5' B" 1' 2' 3' B V9-PT (0.40x0.40) V8-PT (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 5 5 5 5 5 5 5 5 5 9C8 9C8 15C16 9C8 9C8 21C16 9C8 9C8 19C16 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø7/8" 5 5 3 Ø5/8" 5 3 Ø5/8" 5 9C8 9C8 15C16 9C8 9C8 21C16 9C8 9C8 19C16 15C8 15C8 37C16 9C8 7C16 9C8 N+0.10 5 5 5 CON ESTE DESPIECE EJES: (A-4, A-5, A-6, A-10 N+3.10 5 5 9 C/8 cm. 3 7 C/16 cm. 9 C/8 cm. 5 C-1 0.30 0.30 2 d3/4"+2d5/8" L=6.00 2 d3/4"+2d5/8" L=3.00 5 5 2 d3/4" + 2d5/8"L=5.00 2 d3/4"+2d5/8" L=6.50 0.30 2 d3/4"+2d5/8" L=2.50 5 0.30 SECCIÓN 1 (0.40x0.40) DESPIECE DE COLUMNAS Esc:____1:50 DESPIECE DE VIGAS PT ESC 1:75 VA-PC (0.40x0.40) 4 5 6 7 VA'-PC (0.40x0.40) 4 5 6 4 5 VB-PC (0.40x0.40) 4 5 5' VB'-PC (0.40x0.40) 5 5 5 5 5 5 5 5 A A' B B' B" A A' B B' A A' 5 5 5 5 5 5 5 5 V6-PC (0.40x0.40) V5-PC (0.40x0.40) V4-PC (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 9C8 9C8 18C16 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 9C8 9C8 27C16 2 Ø5/8" 1 Ø3/4" 1 Ø5/8" 9C8 9C8 18C16 9C8 9C8 32C16 9C8 9C8 18C16 12C8 12C8 30C16 13C8 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 1 Ø5/8" 1 Ø3/4" 1 Ø5/8" 5 3 Ø5/8" 3 Ø5/8" 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 5 9C8 9C8 19C16 9C8 9C8 19C16 9C8 9C8 19C16 13C8 13C8 29C16 9C8 9C8 22C16 9C8 9C8 27C16 9C8 9C8 22C16 13C8 13C8 29C16 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 5 3 Ø5/8" 5 3 Ø5/8" 5 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 1 Ø5/8" 5 7 9 8 9 8 9 5 V1'-PC (0.40x0.40) V2'-PC (0.40x0.40) V3'-PC (0.40x0.40) V4'-PC (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 1 Ø5/8" 1 Ø5/8" 9C8 9C8 17C16 9C8 4C16 5 5 5 5 5 5 9C8 9C8 17C16 9C8 9C8 20C16 9C8 4C16 3 Ø5/8" 3 Ø5/8" 13C8 12C8 29C16 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 1 Ø5/8" 1 Ø5/8" 5 1' 2' 3' B V8-PC (0.40x0.40) 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 5 5 5 5 9C8 9C8 15C16 9C8 9C8 21C16 9C8 9C8 19C16 DESPIECE DE VIGAS PC ESC 1:75 1' 2' 3' 4' Vta-4 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 1 Ø3/8" 1 Ø5/8" 5 5 5 5 9C16 9C16 10C16 10C16 10C16 10C16 1 Ø5/8" 1 Ø5/8" 7-21C16 5 <>-1.45 -6.00 -3.50 2' 3' 4' Vta-5 (0.10x0.40) 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 5 5 10C16 10C16 10C16 10C16 1 Ø5/8" 1 Ø1/2" 5 3' Vta-6 (0.10x0.40) 1 Ø1/2" 1 Ø5/8" <> - 1.28 <> - 1.10 24 -7C16 25-7C16 5 5 - 4.00 - 4.00 A A' B B' 5 5 5 Vta-1 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø3/8" 1 Ø3/8" 1 Ø3/4" 5 1 Ø3/4" 9C16 9C16 14C16 14C16 10C16 9C16 A A' B B' 5 5 5 Vta-2 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø3/8" 1 Ø5/8" 1 Ø3/4" 5 1 Ø3/4" 9C16 9C16 14C16 14C16 10C16 9C16 <>-1.82 5 19-10C16 -4.10 -9.70 B' Vta-3 (0.10x0.40) 5 1 Ø5/8" 1 Ø5/8" 6C16 5 DESPIECE DE VIGUETAS ESC 1:75 5 9 Vta-7 (0.10X0.40) 1 Ø3/4" 1 Ø3/4" 1 Ø3/8" 14C16 14C16 16-3C16 7.07 2.70-0.60 5 -4.00 A A' B B' 5 5 5 Vta-8 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø3/8" 1 Ø5/8" 1 Ø5/8" 5 1 Ø5/8" 9C16 9C16 14C16 14C16 10C16 9C16 <>-1.82 5 32-10C16 -4.20 1 Ø5/8" -7.00 5 10 3 Ø5/8" 5 3 Ø5/8" 15C8 15C8 43C16 1 Ø5/8" 5 5 1' 2' 3' 4' 5' B" V9-PC (0.40x0.40) 5 5 5 5 5 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 3 Ø5/8" 5 5 3 Ø5/8" 5 3 Ø5/8" 5 2 Ø3/4" 9C8 9C8 15C16 9C8 9C8 21C16 9C8 9C8 19C16 15C8 15C8 37C16 9C8 7C16 9C8 10 5 5 3 Ø5/8" 9C8 9C8 31C16 3 Ø5/8" 5 5 5 5 (0.40x0.40) 0.32 0.32 0.10 "Estribo" d3/8" L=1.48 m. 0.32 0.10 0.10 \W2.52680; "Ganchos" Ø3/8" \W6.96954; L=0.52 m. 4 d3/4" (esquinas) + 4 d5/8" 0.32 0.10 0.10 \W4.37451; "Gancho" Ø3/8" \W8.96701; L=0.52 m. SECCIÓN 1 GANCHO d1/4" SECCION VIGUETA ESC:_____1:15 ESC:_____1:15 DETALLE PLACA AMBOS SENTIDOS 1 d1/4" C/25 cm Caseton Aligerante 5 5 5 5 5 5 5 RIOSTRA ESC:_____1:15 5 0.34 0.07 0.07 L= 0.48m. GANCHO d1/4" C/15 cm. 5 5 0.34 0.07 0.07 L= 0.48m. (0.10x0.40) (0.10x0.40) Según despiece 2 d5/8" de corrido ESC:_____1:15 SECCIONES VIGAS TIPO ESC:_____1:15 V-b 5 5 (0.15x0.40) 0.32 0.07 0.07 \W3.20347; "Estribo" Ø3/8" C/15 \W5.70455; L=0.92 m. 4d5/8" CORRIDO 5 5 (0.35x0.40) 0.32 0.27 0.10 "Estribo" d3/8" L=1.38 m. 5 5 (0.40x0.40) 0.32 0.32 0.10 "Estribo" d3/8" L=1.48 m. 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+6.10 5 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+9.10 4 ESC:_____1:15 SECCIONES COLUMNAS ESC:_____1:33.33 ESCALERA 2 MAMPOSTERIA CONFINADA MAMPOSTERIA CONFINADA MAMPOSTERIA CONFINADA MAMPOSTERIA CONFINADA 5 5 5 5 5 5 5 5 5 5 5 N+0.10 N+1.16 N+1.16 N+2.04 N+2.04 5 5 5 5 5 N+3.10 Viga (0.40x0.40) 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 1d1/4" c/20cm 1d1/4" c/20cm 1d1/4" c/20cm 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. 6 d1/2" c/20 cm. e placa =12.0 cm. ESC:_____1:33.33 ESCALERA 1 5 5 5 5 5 N+0.10 5 5 5 5 5 1d1/4" c/20cm 5 d1/2", 1 c/20 cm. 5 d3/8", 1 c/20 cm. 5 d1/2", 1 c/20 cm. 5 d1/2", 1 c/20 cm. MAMPOSTERIA CONFINADA ESPESOR PLACA=12.0 cm. 5 MAMPOSTERIA CONFINADA ESPESOR PLACA=12.0 cm. 5 d1/2", 1 c/20 cm. 5 d3/8", 1 c/20 cm. 5 d3/8", 1c/20 cm. VA-PT (0.40x0.40) VA'-PT (0.40x0.40) VB-PT (0.40x0.40) VB'-PT (0.40x0.40) V4-PT (0.40x0.40) V5-PT (0.40x0.40) V6-PT (0.40x0.40) V1'-PT (0.40x0.40) V2'-PT (0.40x0.40) V3'-PT (0.40x0.40) V4'-PT (0.40x0.40) V9-PT (0.40x0.40) V8-PT (0.40x0.40) Vb. Vb. Escalera 1 Vb. VA-PC (0.40x0.40) VA'-PC (0.40x0.40) VB-PC (0.40x0.40) VB'-PC (0.40x0.40) V4-PC (0.40x0.40) V5-PC (0.40x0.40) V6-PC (0.40x0.40) V1'-PC (0.40x0.40) V2'-PC (0.40x0.40) V3'-PC (0.40x0.40) V4'-PC (0.40x0.40) V9-PC (0.40x0.40) V8-PC (0.40x0.40) Vb. Riostra Riostra Riostra Riostra Riostra Riostra Riostra Riostra Vta-1 Vta-2 Vta-3 Vta-5 Vta-4 Vta-6 Vta-7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Riostra Riostra Riostra Riostra Riostra Riostra Riostra Riostra Vta-5 Vta-6 Vta-7 Vta-8 Vta-3 5 5 Riostra PLANTA PLACA ENTREPISOS (N+3.10) - (N+6.10) \W9.09821; Esc:____1:75 \W3.64183; PLANTA PLACA CUBIERTA (N+9.10) \W9.57369; Esc:____1:75 \W6.52119; PLANTA CIMENTACIÓN (N+0.10) \W9.57188; Esc:____1:75 Escalera 2 SECCIÓN 1 (0.40x0.40) SECCIÓN 1 (0.40x0.40) N+0.10 5 5 5 CON ESTE DESPIECE EJES: (A'-4, B"-4, 9-5') N+3.10 5 5 9 C/8 cm. 3 7 C/16 cm. 9 C/8 cm. 5 C-2 0.30 0.30 2 d7/8"+2d3/4" L=6.00 2 d7/8"+2d3/4" L=3.00 5 5 2 d7/8" + 2d3/4"L=5.20 2 d7/8"+2d3/4" L=7.00 0.30 2 d7/8"+2d3/4" L=2.50 5 0.30 SECCIÓN 2 (0.40x0.40) 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+6.10 5 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+9.10 4 5 5 (0.40x0.40) 0.32 0.32 0.10 "Estribo" d3/8" L=1.48 m. 0.32 0.10 0.10 \W2.52680; "Ganchos" Ø3/8" \W6.96954; L=0.52 m. 4 d7/8" (esquinas) + 4 d3/4" 0.32 0.10 0.10 \W4.37451; "Gancho" Ø3/8" \W8.96701; L=0.52 m. SECCIÓN 2 SECCIÓN 2 (0.40x0.40) SECCIÓN 2 (0.40x0.40) C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-1 C-2 C-1 C-1 N+0.10 5 5 5 CON ESTE DESPIECE EJES: (B-4, B-5, B'-4) N+3.10 5 5 9 C/8 cm. 3 7 C/16 cm. 9 C/8 cm. 5 C-3 0.30 0.30 4 d7/8"+4d5/8" L=6.00 4 d7/8"+4d5/8" L=3.00 5 5 4 d7/8" + 4d5/8"L=5.20 4 d7/8"+4d5/8" L=7.00 0.30 4 d7/8"+4d5/8" L=2.50 5 0.30 SECCIÓN 3 (0.40x0.40) 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+6.10 5 9 C/8 cm. 7 C/16 cm. 9 C/8 cm. 5 5 N+9.10 4 VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) 5 5 (0.40x0.40) 0.32 0.32 0.10 "Estribo" d3/8" L=1.48 m. 0.32 0.10 0.10 \W2.52680; "Ganchos" Ø3/8" \W6.96954; L=0.52 m. 8 d7/8"+8d5/8" 0.32 0.10 0.10 \W4.37451; "Gancho" Ø3/8" \W8.96701; L=0.52 m. SECCIÓN 3 C-2 SECCIÓN 3 (0.40x0.40) SECCIÓN 3 (0.40x0.40) C-3 C-3 C-3 6 Flejes d3/8" C/19.0 cm Diametro Aro d1.22m. L=4.10 m. 5 5 5 5 5 5 Seccion 1.00 m. ESC:_____1:25 Aro Proteccion Pilas 0.30 24 d3/8" L=1.00m 5 5 5 5 5 5 5 5 5 5 5 5 4 d3/4" L=8.50 CON ESTE DESPIECE ALTERNAR VARILLAS 3 C/10 cm. 26 d5/8" c/10 cm. 18 d3/8" c/30 cm. 5 ESC:_____1:50 DETALLE MICRO PILOTES 0.30 5 5 4 d3/4" L=8.50 0.30 A A B B 12 d1/4" L=1.50 c/10cm 12 d1/4" Lt=1.50m C/10 cm 0.25 0.05 0.25 0.75 0.05 0.25 12 d1/4" Lt=0.75m 12 d1/4" Lt=1.40m C/10 cm 0.05 0.05 0.05 0.05 0.25 C/10 cm 12 d1/4" Lt=0.75m C/10 cm 12 d1/4" Lt=1.44m C/10 cm 12 d1/4" Lt=1.44m C/10 cm 2 d1/2" L=1.55 2 d1/2" L=1.55 0.075 0.15 0.14 0.24 d1/4" 13 Est c/10 cm. Estribo L=0.85 m. 6 d1/4" L=1.33 Espesor Losa= 12 cm 5 5 5 5 5 5 ESC: H_____1:33.33 CORTE A - A 12 d1/4" L=1.50 c/10cm 12 d1/4" Lt=1.40m C/10 cm 0.25 0.05 0.25 0.75 0.05 0.25 12 d1/4" Lt=0.75m 12 d1/4" Lt=1.30m C/10 cm 0.05 0.05 0.05 0.05 0.25 C/10 cm 12 d1/4" Lt=0.75m C/10 cm 12 d1/4" Lt=1.44m C/10 cm 12 d1/4" Lt=1.44m C/10 cm 2 d1/2" L=1.55 0.075 0.15 0.14 0.24 d1/4" 13 Est c/10 cm. Estribo L=0.85 m. 6 d1/4" L=1.33 5 5 5 5 5 5 ESC: H_____1:33.33 CORTE B - B Viga 5 N+7.20, N+10.00 PLANTA ESCALERA 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 d1/2" L=1.55 Espesor Losa= 12 cm 5 5 5 Muro Concreto Muro Concreto 5 5 ESC: H_____1:20 Detalle Pasos Escalera 2 2 d1/2" Lt=1.25 m. 0.20 0.20 0.10 0.10 2 d1/2" Lt=1.25 m. Estribo L=0.85 m. 11 Est c/10 cm. Apoyado en Pantalla Ascensor d1/4" VE-2 (20x30) VE-1 (20x30) VB-1 MURO SOTANO PLACA=12 cm. 1d3/8" c/20cm 10 d3/8" Lt=2.92m. C/20 cm. ESC: H_____1:33.33 ESCALERA 2 0.10 0.10 0.10 0.10 2.72 10 d3/8" Lt=2.92m. C/20 cm. 2.72 5 5 5 5 ESC:_____1:50 1 Ø5/8" N+3.10 Vta-4 Vta-12 Vta-9 1' 2' 3' 4' Vta-9 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø1/2" 1 Ø1/2" 1 Ø5/8" 5 5 5 5 9C16 9C16 10C16 10C16 10C16 10C16 1 Ø5/8" 1 Ø5/8" 7-21C16 5 <>-1.45 -6.00 -3.50 <>-5.11 5 1 Ø5/8" 1 Ø5/8" 13C16 13C16 5 -5.20 Vta -10 Riostra Vta -10 (0.10x0.40) 5 1 Ø3/4" 1 Ø5/8" 16C16 5 5 Vta-10 (0.10x0.40) <>-0.83 1 Ø1/2" 1 Ø1/2" 14-5C16 5 5 -2.15 -2.15 Vta-11 1' 2' 3' 4' Vta-11 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 1 Ø5/8" 5 5 5 5 9C16 9C16 10C16 10C16 10C16 10C16 1 Ø5/8" 1 Ø5/8" 7-21C16 5 <>-1.45 -6.00 -3.50 <>-3.10 5 22-17C16 -9.80 -5.50 5 5 8+8d5/8" L=1.50m 0.30 0.30 4+4d5/8" L=1.50m 4 Estribos c/9 cm. N+0.10 N+3.10 5 5 PANTALLA P-1 (SON 2) e =0.10 m 5 5 5 5 5 N+6.10 N+9.10 N+10.10 5 5 8+8d5/8" L=1.50m 0.30 0.30 4+4d5/8" L=1.50m 4 Estribos c/9 cm. N+0.10 N+3.10 5 5 PANTALLA P-2 (SON 2) e =0.10 m 5 5 5 5 5 5 N+6.10 N+9.10 N+10.10 5 DESPIECE DE PANTALLAS ESC:_____1:50 5 5 5 5 5 5 5 MALLA R1 20 d6mm C/0.15m L=1.50 10 d6mm C/0.15m L=3.70 (1.50 x 3.70) 5 5 5 EN MALLAS DE PANTALLA ESCALA 1:50 TIPOLOGIA DE REFUERZOS P1 P1 P2 P2 5 5 5 5 5 5 5 5 5 5 1d6mm C/15 cm. L=1.50 m. 1d6mm C/15 cm. L=1.50 m. ESC:_____1:25 FOSO ASCENSOR 1d6mm C/15 cm. L=1.50 m. 1d6mm. C/15 cm. L=1.50 m. 1d6mm C/15 cm. L=1.10 m. 1d6mm C/15 cm. L=1.10 m. 1d6mm C/15 cm. P1 P1 P2 P2 As2 As1 DETALLE DE CIMENTACION A1 A2 ZAPATA CENTRICA ZAPATA CENTRICA Y ESTAR EN CONTACTO VIGA DE AMARRE DEBE CONCRETO ZAPATA CENTRICA PISO TERMINADO N+0.00 VIGA DE AMARRE VIGA DE AMARRE H (zapata) PROFUNDIZAR CON CONCRETO CICLOPEO HASTA N+0.00 H=0.50-1.50 PROFUNDIZAR CON CONCRETO CICLOPEO HASTA SUELO COMPETENTE SUELO COMPETENTE 0.30 (min.) As2 As1 A1 A2 H (viga de amarre) As As VDA 1d3/8" c/15cm N+0.10 MALLA PANTALLA SEGUN DISEÑO 1d3/8" c/15cm DE MALLAS EN PANTALLAS ESC: H_____1:25 A Nivel de cimentacion DETALLE ARRANQUE 5 5 L= 1.25m/1.45m 5 5 5 5 5 5 MALLA R4 20 d6mm C/0.15m L=1.10 7 d6mm C/0.15m L=3.70 (1.10 x 3.70) 5 5 5 5 5 5 5 5 MALLA R2 18 d6mm C/0.15m L=1.50 10 d6mm C/0.15m L=3.30 (1.50 x 3.30) 5 5 5 5 5 5 5 5 MALLA R5 18 d6mm C/0.15m L=1.10 7 d6mm C/0.15m L=3.30 (1.10 x 3.30) 5 5 5 5 5 5 5 5 MALLA R3 20 d6mm C/0.15m L=1.50 10 d6mm C/0.15m L=3.95 (1.50 x 3.95) 5 5 5 5 5 5 5 5 MALLA R6 20 d6mm C/0.15m L=1.10 7 d6mm C/0.15m L=3.95 (1.10 x 3.95) 5 5 5 5 5 5 1d1/4" c/20cm e placa =12.0 cm. e placa =12.0 cm. Foso ascensor Foso ascensor Foso ascensor ESC:_____1:33.33 ESCALERA 2 5 5 5 5 5 5 5 5 5 5 5 N+2.04 5 5 5 5 5 Viga (0.40x0.40) 1d1/2" L=1.25cm 1d1/2" L=1.25m. 1d1/2" L=1.25m e placa =12.0 cm. 5 e placa =12.0 cm. e placa =12.0 cm. Foso ascensor Foso ascensor Foso ascensor Escalera apoyada en muros Escalera apoyada en Foso GUIA Escalera apayada en foso Escalera 2 5 5 ESC: H_____1:20 Detalle Pasos 2 d1/2" Lt=1.23 m. 0.20 0.20 0.10 0.10 2 d1/2" Lt=1.23 m. Estribo L=0.85 m. 11 Est c/10 cm. Apoyado en Pantalla Ascensor d1/4" 0.30 0.05 0.50 0.05 11 d1/4" Lt=1.55m C/10 cm 11 d1/4" Lt=1.45m C/10 cm 5 5 (1.50x1.50x0.35) Z-3 5 5 (1.50x1.50x0.35) Z-3 5 5 (1.50x1.50x0.35) Z-3 5 5 (1.70x1.70x0.35) Z-4 5 5 (1.70x1.70x0.35) Z-4 5 (2.00x2.00x0.35) Z-5 5 5 (1.30x1.30x0.35) Z-2 (2.00x2.00x0.35) Z-5 5 5 (1.30x1.30x0.35) Z-2 5 "Aro" d3/8" L=2.15 m. 0.10 8 d3/4" PILAS (d0.60 m) 0.10 Diametro Aro =0.53 m. ESC:_____1:25 MICROPILOTES 5 Dado en concreto (0.90x0.90x0.35) 5 Dado en concreto (0.90x0.90x0.35) Aro protección pilas Concreto ciclópeo 5 5 (1.50x1.50x0.35) Z-3 Escalera 1 Escalera 2 5 5 5 (2.00x2.00x0.35) Z-5 5 5 5 5 5 5 5 5 A1 (mts) H (mts) A2 (mts) As1 As2 CUADRO DE ZAPATAS 5 d1/2" L=0.90 m. 0.35 5 d1/2" L=0.90 m. Z-1 1.00 1.00 Z-2 7 d1/2" L=1.20 m. 0.35 7 d1/2" L=1.20 m. 1.30 1.30 8 d1/2" L=1.40 m. 0.35 8 d1/2" L=1.40 m. 1.50 1.50 Z-3 Z-5 9 d1/2" L=1.60 m. 0.35 9 d1/2" L=1.60 m. 1.70 1.70 10 d1/2" L=1.90 m. 0.35 10 d1/2" L=1.90 m. 2.00 2.00 Z-4 5 \A1;N+0.10 VDA (0.35x0.35) ESC:_____1:50 DETALLE PILA \A1;N+0.10 As2 As1 DETALLE DE CIMENTACION A1 A2 ZAPATA CENTRICA ZAPATA CENTRICA Y ESTAR EN CONTACTO VIGA DE AMARRE DEBE CONCRETO ZAPATA CENTRICA PISO TERMINADO N+0.10 VIGA DE AMARRE ó VIGA DE AMARRE H (zapata) PROFUNDIZAR CON CONCRETO CICLOPEO HASTA N+0.10 PROFUNDIZAR CON CONCRETO CICLOPEO HASTA SUELO COMPETENTE SUELO COMPETENTE 0.40 (min.) CIMENTACION As2 As1 A1 A2 H (viga de amarre) As1, As2 As1, As2 mínimo 2.00 m. ESC:_____1:25 DETALLE DADO (0.90x0.90x0.35) 5 5 5 5 \A1;6d1/2", 1c/15Cm. L=0.90m \A1;6d1/2", 1c/15Cm. L=0.90m \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;dos mallas 1d1/2" c/ 15Cm. \A1;dos mallas 1d1/2" c/ 15Cm. VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) VDA (0.35x0.35) 5 5 5 5 (1.30x1.30x0.35) Z-2 ESC:_____1:25 DETALLE DADO (1.30x1.30x0.35) 5 5 5 5 \A1;6d1/2", 1c/15Cm. L=1.30m \A1;6d1/2", 1c/15Cm. L=1.30m \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;dos mallas 1d1/2" c/ 15Cm. \A1;dos mallas 1d1/2" c/ 15Cm. SECCIÓN TRANSVERSAL 13 Anclaje 12 Pernos d3/4" L=1.27 m. HEB 340 Columna Metalica Rigidizadores 5 5 5 5 5 5 5 5 5 5 5 5 PISO TERMINADO HEB 340 Columna Metalica Anclaje 12 Pernos d3/4" L=1.27 m. PEDESTAL (0.55x0.60) VDA (35x35) 12 d3/4" L=1.61 m. 0.30 0.30 14 E d3/8" C/5cm 3 E d3/8" C/10cm DETALLE PEDESTAL TIPO PT-1 - PLACA BASE ESC:_____1:10 450x500mm x 22mm Placa Base 5 5 5 0.30 0.30 N+0.00 5 5 5 450x500mm x 22mm Placa Base Espesor: 6 mm 5 5 Espesor: 6 mm 5 5 e=6mm e=6mm e=6mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA PLACA BASE PTE-1 ESC:_____1:10 5 5 ESC:_____1:10 COLUMNA TIPO 1 (0.55x0.60) 0.52 "Estribo" d3/8" L=2.18 m. 0.47 0.10 12 d3/4" L=1.61 m. 5 5 PEDESTAL TIPO PT-1 PISO TERMINADO HEB 400 Columna Metalica Anclaje 12 Pernos d7/8" L=1.28 m. PEDESTAL (0.60x0.70) 12 d3/4" L=1.71 m. 0.35 0.35 14 E d3/8" C/5cm 3 E d3/8" C/10cm DETALLE PEDESTAL TIPO PT-2 - PLACA BASE ESC:_____1:10 500x600mm x 25mm Placa Base 5 5 5 0.35 0.35 N+0.00 5 13 12 Pernos d7/8" L=1.28 m. HEB 400 Columna Metalica Rigidizadores 500x600mm x 25mm Placa Base Anclaje 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC:_____1:10 COLUMNA TIPO 2 (0.60x0.70) 0.62 "Estribo" d3/8" L=2.48 m. 0.52 0.10 12 d7/8" L=1.61 m. 5 5 PEDESTAL TIPO PT-2 5 5 e=7mm Espesor: 7 mm 5 5 5 5 5 5 5 5 VISTA PLACA BASE ESC:_____1:10 VDA (35x35) Dado en Concreto(90x90) Dado en Concreto(90x90) ESC:_____1:15 SECCIÓN VIGA DE AMARRE 5 5 (0.35x0.35) 0.21 0.21 0.10 "Estribo" d3/8" L=1.04 m. 4d3/4" CORRIDO VDA 1Est c/17.5 cm. Hacer traslapos alternados 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B CORTE B-B CORTE A-A A A C C CORTE C-C 0.075 0.18 0.11 0.21 d1/4" 11 Est c/10 cm. Estribo L=0.85 m. 0.20 0.05 0.05 0.05 0.05 11 d1/4" Lt=1.05m C/10 cm 11 d1/4" Lt=1.05m C/10 cm 0.30 0.30 11 d1/4" Lt=1.75m C/10 cm 11 d1/4" Lt=1.00m C/10 cm 11 d1/4" Lt=1.00m C/10 cm 0.075 0.18 0.11 0.21 d1/4" 11 Est c/10 cm. Estribo L=0.85 m. 0.20 0.30 0.05 0.50 0.05 10 d1/4" Lt=3.30m C/10 cm 10 d1/4" Lt=1.55m C/10 cm 0.05 0.05 0.30 10 d1/4" Lt=1.55m C/10 cm 10 d1/4" Lt=1.55m C/10 cm 0.05 0.05 0.05 0.05 10 d1/4" Lt=1.10m C/10 cm 10 d1/4" Lt=1.10m C/10 cm 0.075 0.18 0.11 0.21 d1/4" 11 Est c/10 cm. Estribo L=0.85 m. 0.20 11 d1/4" Lt=2.90m C/10 cm PLANTA VIGAS DE AMARRE N + 5.00 ESC:_____1:75 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 PLANTA CUBIERTA N + 10.40 ESC:_____1:75 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 330 IPE 330 IPE 330 IPE 330 IPE 330 IPE 330 CORREAS METALICAS T2 PHR Cajon 220X80X2.0mm TODAS CORREAS METALICAS Tubo Cuadrado Cordon Superior 40x40x2.0 mm Elementos verticales Tubo Cuadrado 40x40x2.0mm CUBIERTA TIPO SANDWICH METECNO IPE 330 IPE 360 Viga Carrilera HEA 500 Viga Carrilera N+5.00 N+10.40 N+0.00 N+10.00 N+8.95 N+8.95 N+8.46 HEB 340 HEB 400 Ver Detalle Menzula Ver Detalle Menzula 5 5 5 5 5 1 2 3 ESC:_____1:50 VISTA EJE A IPE 400 CORREAS METALICAS Tubo Cuadrado Cordon Superior 40x40x2.0 mm Elementos verticales Tubo Cuadrado 40x40x2.0mm CUBIERTA TIPO SANDWICH METECNO Viga Carrilera Viga Carrilera N+5.00 N+10.40 N+0.00 N+10.00 N+8.95 N+8.95 N+8.46 Ver Detalle Menzula Ver Detalle Menzula 5 5 5 5 5 1 2 3 ESC:_____1:50 VISTA EJE B CORREAS METALICAS Tubo Cuadrado Cordon Superior 40x40x2.0 mm Elementos verticales Tubo Cuadrado 40x40x2.0mm CUBIERTA TIPO SANDWICH METECNO Viga Carrilera Viga Carrilera N+5.00 N+10.40 N+0.00 N+10.00 N+8.95 N+8.95 N+8.46 Ver Detalle Menzula Ver Detalle Menzula 5 5 5 5 5 1 2 3 ESC:_____1:50 VISTA EJE C CORREAS METALICAS PHR Cajon 220X80X2.0mm Tubo Cuadrado Cordon Superior 40x40x2.0 mm Elementos verticales Tubo Cuadrado 40x40x2.0mm CUBIERTA TIPO SANDWICH METECNO N+5.00 N+10.40 N+0.00 N+10.00 5 5 5 1 2 ESC:_____1:50 VISTA EJE D 5 5 5 5 5 1 1' 2 2' 3 N+5.00 N+10.40 CUBIERTA TIPO SANDWICH METECNO CORREAS METALICAS Tubo Cuadrado Cordon Superior 40x40x2.0 mm Elementos verticales Tubo Cuadrado 40x40x2.0mm 5 5 5 5 ESC:_____1:50 VISTA EJE E' ESC:_____1:50 VISTA EJE 1 E D C B A 5 5 5 5 5 5 5 5 5 Menzula Ver Detalle Menzula Ver Detalle Menzula Ver Detalle VIGA CARRILERA HEA 500 B A C D 5 5 5 5 5 5 5 ESC:_____1:50 VISTA EJE 2 A B C Ver Detalle Menzula Ver Detalle Menzula Ver Detalle Menzula 5 5 5 5 5 ESC:_____1:50 VISTA EJE 3 5 5 309 309 13 13 8 8 254 254 14 14 8 8 254 254 14 14 5 5 309 309 13 13 B B D D E E Rigidizador 297x270x19.1 Rigidizador 297x270x19.1 210x400x12.7 Sección A - A 5 5 298 298 5 5 240 240 5 5 240 240 5 5 298 298 A A 5 5 298 298 5 5 240 240 5 5 240 240 5 5 298 298 C C Sección B - B B B D D E E Sección C - C 12 12 210 210 10 10 114 114 5 5 242 242 12 12 210 210 10 10 114 114 5 5 242 242 Sección D - D 12 12 210 210 10 10 114 114 5 5 242 242 12 12 210 210 10 10 114 114 5 5 242 242 Sección E - E ESC: H_____1:20 UNION TIPO 1 VIGAS IPE 360 - COLUMNA HEB340 Platina 210x400x12.7 5 5 5 5 IPE 360 a platina frontal Detalle de soldaduras: Viga (a) Platina 340x380x25.4 5 5 5 5 HEB 340 a platina de transición Detalle de soldaduras: Columna inferior HEB 340 a platina de transición Detalle de soldaduras: Columna superior 5 5 Platina 340x380x25.4 Platina 210x400x12.7 5 5 5 5 IPE 360 a platina frontal Detalle de soldaduras: Viga (b) Columna HEB 340 5 5 Columna inferior HEB 340 Platina 270x328x9.5 Platina 270x328x9.5 Columna superior HEB 340 Viga (a) IPE 360 Viga (b) IPE 360 Rigidizador 297x270x19.1 Rigidizador 297x270x19.1 210x400x12.7 Columna HEB 340 Platina Platina Rigidizador 297x270x19.1 5 5 Rigidizador 297x270x19.1 Viga (a) IPE 360 Viga (b) IPE 360 Rigidizador 297x270x19.1 Rigidizador 297x270x19.1 Viga (a) IPE 360 Viga (b) IPE 360 5 5 309 309 13 13 8 8 254 254 15 15 8 8 254 254 15 15 D D E E B B C C Sección A - A 7 7 309 309 11 11 A A Sección C - C 5 5 298 298 5 5 240 240 5 5 240 240 5 5 298 298 A A Sección B - B 12 12 210 210 14 14 114 114 14 14 114 114 5 5 242 242 12 12 110 110 12 12 110 110 5 5 242 242 Sección E - E 126 12 12 210 210 14 14 114 114 14 14 114 114 5 5 242 242 12 12 110 110 12 12 110 110 5 5 242 242 Sección D - D ESC: H_____1:20 UNION TIPO 2 VIGAS IPE 360 - COLUMNA HEB340 Platina 210x400x12.7 5 5 5 5 IPE 360 a platina frontal Detalle de soldaduras: Viga (b) Platina 340x380x25.4 HEB 340 a platina de transición Detalle de soldaduras: Columna inferior 5 5 5 5 HEB 340 a platina de transición Detalle de soldaduras: Columna superior 5 5 Platina 340x380x25.4 Columna inferior HEB 340 Columna superior HEB 340 5 210x400x12.7 Platina Rigidizador 297x270x19.1 Rigidizador 297x270x19.1 Viga (a) IPE 360 Viga (a) IPE 360 5 Columna inferior HEB 340 Columna superior HEB 340 Viga (b) IPE 360 Columna inferior HEB 340 Columna superior HEB 340 Platina 270x328x9.5 Viga (b) IPE 360 5 Viga (a) IPE 360 Rigidizador 297x270x19.1 Viga (b) IPE 360 Rigidizador 297x140x19.1 Rigidizador 297x140x19.1 Viga (a) IPE 360 Viga (b) IPE 360 Rigidizador 297x270x19.1 5 5 284 284 8 8 190x425x38.1 5 5 284 284 10 10 Rigidizador 297x270x15.9 Rigidizador 297x270x15.9 E E F F B B D D Sección A - A 270x369x9.5 5 5 338 338 5 5 238 238 5 5 238 238 5 5 338 338 A A 270x369x9.5 5 5 338 338 5 5 238 238 5 5 238 238 5 5 338 338 C C Sección B - B Rigidizador 297x270x15.9 Rigidizador 297x270x15.9 190x425x38.1 E E F F B B D D Sección C - C 10 10 190 190 12 12 116 116 12 12 116 116 E70XX SMAW 5 5 242 242 Rigidizador 297x270x15.9 10 10 190 190 11 11 116 116 11 11 116 116 E70XX SMAW 5 5 242 242 Rigidizador 297x270x15.9 Viga (a) IPE 400 Sección E - E 11 6 6 346 346 11 Viga (a) IPE 400 Sección D - D 10 10 190 190 11 11 116 116 11 11 116 116 5 5 242 242 Rigidizador 297x270x15.9 10 10 190 190 11 11 116 116 11 11 116 116 5 5 242 242 Rigidizador 297x270x15.9 Viga (a) IPE 400 Viga (b) IPE 330 Viga (c) IPE 330 Sección F - F ESC: H_____1:20 UNION TIPO 3 VIGAS IPE 330, 400 - COLUMNA HEB340 Columna HEB 340 Viga (a) IPE 400 190x420x34.9 Platina 5 Platina 190x420x34.9 5 5 5 5 IPE 330 a platina frontal Detalle de soldaduras: Viga (c) IPE 330 a platina frontal Detalle de soldaduras: Viga (b) 5 Platina 5 5 5 Platina Platina Columna HEB 340 Viga (b) IPE 330 Viga (c) IPE 330 5 5 Platina 5 Columna HEB 340 Viga (a) IPE 400 Viga (b) IPE 330 Viga (c) IPE 330 5 5 Viga (b) IPE 330 Viga (c) IPE 330 5 5 Columna HEB 340 190x425x38.1 5 5 284 284 10 10 190x425x34.9 5 5 284 284 8 8 Rigidizador 352x290x19.1 Rigidizador 352x290x19.1 Viga (a) IPE 400 190x425x38.1 F F G G C C E E D D Sección A - A Viga (c) IPE 330 290x364x9.5 5 5 327 327 5 5 252 252 5 5 252 252 5 5 327 327 A A Viga (d) IPE 330 290x364x9.5 5 5 327 327 5 5 252 252 5 5 252 252 5 5 327 327 B B Sección C - C Rigidizador 352x290x19.1 Rigidizador 352x290x19.1 Viga (b) IPE 400 Viga (a) IPE 400 190x425x34.9 F F G G C C E E D D Sección B - B Viga (d) IPE 330 Viga (c) IPE 330 14 9 9 346 346 14 Viga (a) IPE 400 Sección E - E Viga (c) IPE 330 Viga (d) IPE 330 14 9 9 346 346 14 Viga (b) IPE 400 Sección D - D 12 12 190 190 14 14 110 110 14 14 110 110 6 6 292 292 Rigidizador 352x290x19.1 12 12 190 190 15 15 110 110 15 15 110 110 6 6 292 292 Rigidizador 352x290x19.1 Viga (a) IPE 400 Viga (b) IPE 400 Viga (d) IPE 330 Viga (c) IPE 330 Sección F - F 12 12 190 190 14 14 110 110 14 14 110 110 E70XX SMAW 6 6 292 292 Rigidizador 352x290x19.1 12 12 190 190 14 14 110 110 14 14 110 110 E70XX SMAW 6 6 292 292 Rigidizador 352x290x19.1 Viga (a) IPE 400 Viga (b) IPE 400 Viga (d) IPE 330 Viga (c) IPE 330 Sección G - G 5 5 5 5 Platina IPE 330 a platina frontal Detalle de soldaduras: Viga (c) Platina Platina 5 5 5 5 IPE 330 a platina frontal Detalle de soldaduras: Viga (d) Viga (b) IPE 400 Platina Platina Columna HEB 400 5 5 Columna HEB 400 5 5 Platina Columna HEB 400 5 5 5 5 Columna HEB 400 5 5 Columna HEB 400 5 5 ESC: H_____1:20 UNION TIPO 4 VIGAS IPE 330, 400 - COLUMNA HEB400 Viga IPE 330 290x369x9.5 5 5 338 338 5 5 258 258 5 5 258 258 5 5 338 338 A A Sección B - B Rigidizador 352x290x15.9 Rigidizador 352x290x15.9 Viga IPE 400 190x425x38.1 D D E E B B C C Sección A - A Viga IPE 330 6 6 346 346 9 9 A A Sección C - C Viga IPE 400 10 10 190 190 10 10 112 112 10 10 112 112 6 6 292 292 Rigidizador 352x290x15.9 10 10 109 109 10 10 109 109 6 6 292 292 Rigidizador 352x140x15.9 Viga IPE 400 Viga IPE 330 Sección E - E 10 10 190 190 10 10 112 112 10 10 112 112 6 6 292 292 Rigidizador 352x290x15.9 10 10 109 109 10 10 109 109 6 6 292 292 Rigidizador 352x140x15.9 Viga IPE 400 Viga IPE 330 Sección D - D 190x425x38.1 5 5 284 284 9 9 Platina 5 Columna HEB 400 ESC: H_____1:20 UNION TIPO 5 VIGAS IPE 330, 400 - COLUMNA HEB400 Platina 5 Columna HEB 400 Columna HEB 400 5 5 Platina 5 5 5 5 330 a platina frontal Detalle de soldaduras: Viga IPE Viga (c) IPE 330 290x369x9.5 5 5 338 338 5 5 258 258 5 5 258 258 5 5 338 338 A A Sección B - B Viga (c) IPE 330 6 6 346 346 9 9 Sección D - D Viga (a) IPE 400 Rigidizador 352x290x15.9 Rigidizador 352x290x15.9 Viga (a) IPE 400 Viga (b) IPE 400 195x430x38.1 E E F F B B C C D D Sección A - A Viga (c) IPE 330 6 6 346 346 9 9 Sección C - C Viga (b) IPE 400 10 10 195 195 10 10 112 112 10 10 112 112 6 6 292 292 Rigidizador 352x290x15.9 10 10 109 109 10 10 109 109 6 6 292 292 Rigidizador 352x140x15.9 Viga (b) IPE 400 Viga (a) IPE 400 Viga (c) IPE 330 Sección F - F 10 10 195 195 11 11 112 112 11 11 112 112 6 6 292 292 Rigidizador 352x290x15.9 10 10 109 109 10 10 109 109 6 6 292 292 Rigidizador 352x140x15.9 Viga (b) IPE 400 Viga (a) IPE 400 Viga (c) IPE 330 Sección E - E 195x430x38.1 5 5 284 284 12 12 Platina Columna HEB 400 ESC: H_____1:20 UNION TIPO 6 VIGAS IPE 330, 400 - COLUMNA HEB400 Columna HEB 400 Columna HEB 400 Platina 5 5 Columna HEB 400 5 Platina 5 5 5 5 330 a platina frontal Detalle de soldaduras: Viga (c) 13 3/4" Anclaje 12 Pernos d3/4" L=1.27 m. HEB 340 Columna Metalica Rigidizadores 5 5 5 5 5 5 5 5 5 5 5 5 PISO TERMINADO HEB 340 Columna Metalica Anclaje 12 Pernos d3/4" L=1.27 m. PEDESTAL (0.55x0.60) VDA (35x35) 12 d3/4" L=1.61 m. 0.30 0.30 14 E d3/8" C/5cm 3 E d3/8" C/10cm DETALLE PEDESTAL TIPO PT-1 - PLACA BASE ESC:_____1:10 450x500mm x 22mm Placa Base 5 5 5 0.30 0.30 N+0.00 5 5 5 450x500mm x 22mm Placa Base Espesor: 6 mm 5 5 Espesor: 6 mm 5 5 e=6mm e=6mm e=6mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA PLACA BASE PTE-1 ESC:_____1:10 5 5 ESC:_____1:10 COLUMNA TIPO 1 (0.55x0.60) 0.52 "Estribo" d3/8" L=2.18 m. 0.47 0.10 12 d3/4" L=1.61 m. 5 5 PEDESTAL TIPO PT-1 PISO TERMINADO HEB 400 Columna Metalica Anclaje 12 Pernos d7/8" L=1.28 m. PEDESTAL (0.60x0.70) 12 d3/4" L=1.71 m. 0.35 0.35 14 E d3/8" C/5cm 3 E d3/8" C/10cm DETALLE PEDESTAL TIPO PT-2 - PLACA BASE ESC:_____1:10 500x600mm x 25mm Placa Base 5 5 5 0.35 0.35 N+0.00 5 13 12 Pernos d7/8" L=1.28 m. HEB 400 Columna Metalica Rigidizadores 500x600mm x 25mm Placa Base Anclaje 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC:_____1:10 COLUMNA TIPO 2 (0.60x0.70) 0.62 "Estribo" d3/8" L=2.48 m. 0.52 0.10 12 d7/8" L=1.61 m. 5 5 PEDESTAL TIPO PT-2 5 5 e=7mm Espesor: 7 mm 5 5 5 5 5 5 5 5 VISTA PLACA BASE ESC:_____1:10 Vista lateral Vista Planta Vista Frontal PLATINA e=19.1mm \A1;2 Angulos 4"x4"x\S5^ ;/\H0.7x;\S^ 8;" \A1;2 Angulos 4"x4"x\S5^ ;/\H0.7x;\S^ 8;" PLATINA e=19.1mm \A1;2 Angulos 4"x4"x\S5^ ;/\H0.7x;\S^ 8;" 4 PERNOS d5/8" L=3½" Viga Carrilera HEA 500 Viga Carrilera 4 PERNOS d5/8" L=3½" DETALLE MENSULA PARA PUENTE GRUA ESC:_____1:10 Viga Carrilera HEA 500 5 5 5 5 5 5 5 5 5 4 PERNOS d5/8" L=3½" 5 5 5 \A1;2 Angulos 4"x4"x\S5^ ;/\H0.7x;\S^ 8;" Platina e=19.1mm 5 5 5 5 5 5 5 5 5 VDA (35x35) PLANTA DE CIMENTACION N + 5.00 ESC:_____1:75 10 109 10 109 6 292 6 292 10 109 10 109 Rigidizador 352x140x12.7 10 109 10 109 6 292 6 292 10 109 10 109 Rigidizador 352x140x12.7 Rigidizador 352x140x12.7 5 5 5 TUBO 40x40x2.0 mm TUBO 40x40x2.0 mm 3 5 5 2 5 5 2 ESC:_____1:10 A CORDON SUPERIOR CERCHA METALICA DETALLES UNION PARALES 5 5 2 3 IPE 400 5 5 5 5 2 3 ESC:_____1:10 A VIGA METALICA DETALLES UNION PARALES Vista Frontal Vista lateral ESC:_____1:10 Seccion Correas PHR Cajon 220X80X2.0mm 5 5 5 5 5 Dado en Concreto(90x90) Dado en Concreto(90x90) (1.30x1.30x0.35) Z-1 PT-1 (1.30x1.30x0.35) Z-1 PT-1 (1.30x1.30x0.35) Z-1 PT-2 PT-1 (1.00x1.00x0.35) Z-2 PT-1 PT-1 (1.00x1.00x0.35) Z-2 (1.00x1.00x0.35) Z-2 PT-1 (1.00x1.00x0.35) Z-2 PT-1 PT-2 PT-2 PT-1 PT-1 PT-1 PT-1 5 5 5 5 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-2 Pedestal Tipo PT-2 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 5 5 5 5 5 5 Pedestal Tipo PT-1 Pedestal Tipo PT-2 Pedestal Tipo PT-2 Pedestal Tipo PT-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pedestal Tipo PT-1 Pedestal Tipo PT-1 Pedestal Tipo PT-1 5 5 5 5 5 5 5 HEB 340 UNION TIPO 1 ESC:_____1:10 Secciones de Columnas HEB 400 HEB 340 5 5 5 5 5 5 5 5 5 5 5 5 ESC:_____1:10 Secciones de Vigas IPE 330 IPE 360 IPE 400 HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HEB 340 UNION TIPO 1 HEB 340 UNION TIPO 1 HEB 340 UNION TIPO 1 HEB 340 UNION TIPO 1 HEB 340 UNION TIPO 1 HEB 340 UNION TIPO 1 HEB 400 UNION TIPO 1 HEB 340 UNION TIPO 2 HEB 340 UNION TIPO 2 HEB 340 UNION TIPO 2 HEB 340 UNION TIPO 2 HEB 340 UNION TIPO 3 HEB 340 UNION TIPO 3 HEB 340 UNION TIPO 3 HEB 340 UNION TIPO 5 HEB 340 UNION TIPO 5 HEB 340 UNION TIPO 3 HEB 340 UNION TIPO 6 HEB 340 UNION TIPO 5 HEB 400 UNION TIPO 4 HEB 400 UNION TIPO 4 UNION TIPO 6 HEB 400 UNION TIPO 6 HEB 340 HEB 340 HEB 340 IPE 330 IPE 330 IPE 360 HEB 340 HEA 500 IPE 330 IPE 330 IPE 330 HEA 500 HEB 400 IPE 360 HEB 340 HEA 500 IPE 360 HEB 340 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 PHR Cajon 220X80X2.0mm PHR Cajon 220X80X2.0mm PHR Cajon 220X80X2.0mm IPE 330 IPE 330 IPE 330 IPE 330 IPE 330 IPE 360 HEB 340 HEA 500 HEB 400 IPE 360 HEB 340 HEA 500 IPE 360 HEB 340 HEB 340 HEB 340 HEB 340 HEB 340 HEB 340 HEB 340 IPE 360 IPE 360 IPE 360 IPE 360 IPE 360 IPE 330 IPE 330 IPE 330 IPE 330 IPE 330 IPE 400 IPE 400 IPE 400 IPE 400 IPE 360 IPE 360 IPE 360 IPE 360 PHR Cajon 220X80X2.0mm IPE 400 IPE 400 IPE 400 IPE 400 IPE 400 HEB 340 HEB 340 HEB 340 HEB 340 HEB 340 IPE 400 IPE 400 IPE 400 IPE 400 HEB 340 HEB 400 HEB 400 HEB 400 IPE 330 IPE 330 IPE 330 IPE 330 IPE 360 IPE 360 IPE 360 IPE 360 IPE 330 IPE 330 IPE 330 VIGA CARRILERA HEA 500 N+0.00 N+0.00 N+0.00 IPE 330 IPE 330 VIGA CARRILERA HEA 500 VIGA CARRILERA HEA 500 IPE 360 IPE 360 IPE 400 IPE 400 IPE 400 HEB 340 HEB 340 HEB 340 5 5 5 5 HEA 500 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N+5.00 N+10.40 N+8.95 N+10.40 N+0.00 N+8.95 N+10.40 N+5.00 11 d1/4" Lt=2.90m C/10 cm ESC:_____1:33.33 ESCALERA 2 PLANTA d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" Arriostramiento a L/3 Arriostramiento a L/3 Arriostramiento a L/3 Arriostramiento a L/3 Arriostramiento a L/3 Arriostramiento a L/3 Arriostramiento a L/3 \A1;UBICACION Y DETALLES PARA TEMPLETES, (a) ALZADO GENERAL, (b) UBICACION DE TEMPLETES EN PLANTA, LOS CUALES VAN ESPACIADOS CADA L/2 , L/2, , \S3/4;\H1.4286x;L GENERALMENTE, (c) DETALLE DE ROSCAS EN LOS TEMPLETES TIPO VARILLA. \fCentury|b0|i0|c0|p18;60 \fCentury|b0|i0|c0|p18;60 \fCentury|b0|i0|c0|p18;EXTREMO ROSCADO \fCentury|b0|i0|c0|p18;TEMPLETE TIPO VARILLA \fCentury|b0|i0|c0|p18;C S S \fCentury|b0|i0|c0|p18;30 \fCentury|b0|i0|c0|p18;50 \fCentury|b0|i0|c0|p18;TEMPLETE \fCentury|b0|i0|c0|p18;30 \fCentury|b0|i0|c0|p18;TUERCA Y ARANDELA \fCentury|b0|i0|c0|p18;ROSCA DE LA VARILLA \fCentury|b0|i0|c0|p18;CORREA \fCentury|b0|i0|c0|p18;B \fCentury|b0|i0|c0|p18;TEMPLETE TIPO VARILLA \fCentury|b0|i0|c0|p18;30 \fCentury|b0|i0|c0|p18;30 \fCentury|b0|i0|c0|p18;30 \fCentury|b0|i0|c0|p18;TUERCA Y ARANDELA \fCentury|b0|i0|c0|p18;ROSCA DE LA VARILLA \fCentury|b0|i0|c0|p18;SEPARACION ENTRE CORREAS \fCentury|b0|i0|c0|p18;A \fCentury|b0|i0|c0|p18;TEMPLETE TIPO VARILLA 50 \fCentury|b0|i0|c0|p18;TEMPLETE \fCentury|b0|i0|c0|p18;CORREA \fCentury|b0|i0|c0|p18;CORREA \A1;d1/2" \A1;d1/2" \A1;d1/2" VA-PC (0.40x0.40) VA'-PC (0.40x0.40) VB-PC (0.40x0.40) VB'-PC (0.40x0.40) V4-PC (0.40x0.40) V5-PC (0.40x0.40) V6-PC (0.40x0.40) V1'-PC (0.40x0.40) V2'-PC (0.40x0.40) V3'-PC (0.40x0.40) V4'-PC (0.40x0.40) V9-PC (0.40x0.40) V8-PC (0.40x0.40) Vb. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Riostra Riostra Riostra Riostra Riostra Riostra Riostra Riostra Vta-5 Vta-6 Vta-7 Vta-8 Vta-3 5 Riostra \W3.64183; PLANTA PLACA CUBIERTA (N+9.10) \W9.57369; Esc:____1:75 Vta-10 Vta-9 1' 2' 3' 4' Vta-9 (0.10x0.40) 1 Ø5/8" 1 Ø5/8" 1 Ø1/2" 1 Ø5/8" 1 Ø5/8" 5 5 5 5 9C16 9C16 10C16 10C16 10C16 10C16 1 Ø5/8" 1 Ø5/8" 7-21C16 5 <>-1.45 -6.00 -3.50 <>-3.15 5 1 Ø5/8" 35-18C16 5 -3.20 -5.50 5 5 8+8d5/8" L=1.50m 0.30 0.30 4+4d5/8" L=1.50m 4 Estribos c/9 cm. N+0.10 N+3.10 5 5 PANTALLA P-1 (SON 2) e =0.10 m 5 N+6.10 5 5 8+8d5/8" L=1.50m 0.30 0.30 4+4d5/8" L=1.50m 4 Estribos c/9 cm. N+0.10 N+3.10 5 5 PANTALLA P-2 (SON 2) e =0.10 m 5 5 N+6.10 DESPIECE DE PANTALLAS ESC:_____1:50 5 2 Ø5/8" 11 d1/4" Lt=2.90m C/10 cm 0.05 0.05 2 Ø5/8" A'-5, 7-1', 8-2', 8-3' 9-1' , 9-2', 9-3', 9-4') INDICADA E-05 DESPIECE DE COLUMNAS DESPIECE DE VIGUETAS DESPIECE ESCALERA 2 INDICADA E-03 PLANTA PLACA ENTREPISOS DESPIECE DE VIGAS PT DETALLE DE PLACA ALIGERADA ESPECIFICACIONES TECNICAS INDICADA E-04 INDICADA E-01 PLANTA CIMENTACIÓN DETALLE DE ZAPATAS, PILOTES Y MICROPILOTES VIGAS DE CIMENTACIÓN INDICADA E-02 DETALLE DE PEDESTALES FOSO DE ASCENSOR DESPIECE ESCALERA 1 INDICADA E-06 PLANTA CUBIERTA BODEGA PLANTA VIGAS METALICAS INDICADA E-07 VISTA EJES A, B, D SECCIONES DE VIGAS, COLUMNAS Y CORREA METALICA DETALLE UNIONES INDICADA E-08 UNIONES TIPO 1, 2, 5 VISTA EJE E', C INDICADA E-10 VISTA EJES 1 Y 2 INDICADA E-09 VISTA EJE 3 UNION TIPO 3, 4, 6 DETALLE DE TEMPLETES PLANTA PLACA CUBIERTA DESPIECE DE VIGAS PC. ESPECIFICACIONES TECNICAS

Language	Spanish
Drawing Type	Block
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Elevator
Tags	area, armazenamento, autocad, barn, block, celeiro, cellar, comercial, commercial, DWG, grange, heb, metal, METAL STRUCTURE, meters, plant, profiles, scheune, square, storage, structure, warehouse

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