Metal Shed DWG Plan for AutoCAD

Metal shed in Chile – Approved plan

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

carvallo, according to plant, according to elevation, plant structure underground sky, foundations plant, d de la ddena, at the level of, upper, and lower, beams and chains, typical detail of reinforcement of all, the crossings in zones without slabs, d sec. elevation, typical detail, end of meshes, typical detail of obstacles, idem. to horizontal mesh, note: for faith in dpas use diameter and separation, level of sealing, free of rootlets, foundation, radier level, ntn, detail to, – commercial sandblasting, – fire protection will be according to ordinance in force., respect previous architecture vºbº of the engineer, specifications, of sika sa, grouting of leveling, cuts-details, specifications, content, concrete, steel, axes trusses, texts, segment, masonry, margin, fie. elev., titles and text axes, floor planks, foundations, axes, dimensions, mha, inverted beams, contours, iron points of plant, beams, elevation elevation, height according to plant, according to elevation, d according to elevation, faith d slabs plant, roof structure structure, metal panel, a ”, collaborative plate, in each valley, detail of plate instadeck, plant detail slab underground sky, structuring walls, right foot, bottom floor, one on each side, floor upper, note:, the structural sheet, of walls will be arranged, vertically, on the edge of the plate and, the interior of the plate, and will be fixed with diagonal, profile l, self-perching screws, tensioner detail, panel, in all the panels, in both directions, opposite, and on both sides, diagonal stabilizers, diagonal with bottom slab, details of diagonals, anchorage an, elevations of axes, see the reinforcement in, see elevation axis d ‘, costaneras, see detail, support of, detail b, detail c, faith according to plant of f undacion, osb, felt, hearth, see elevation axis, type, zig zag, self-piercing, pillar, dilated tubest, detail l top, view a, detail l bottom, view b, view c, view d, elevation axis a, concrete beam, e-axis elevation, shaft elevation ‘, elevation b-b’ axis, c-axis elevation, d ‘axis elevation, aa cutting, roofing plant, hanger, filling, underground scale plant, hangers detail, typical support detail costanera, view of, rung, tip., scale plant, detail and, detail z, detail x, lightweight concrete, detail rung, concrete slab, court xx, ds faith according to plant, juan luis menares, architect

Raw text data extracted from CAD file:

carvallo 4700 4700 4230 4700 4700 4230 14750 6900 17860 250 250 4450 4675 4230 4700 4700 3030 4230 4700 4700 2800 6900 4105 17860 6900 10775 3030 570 10305 ESP. DEL MURO – 3 8 8 495 3200 700 1815 450 300 2650 495 4765 4740 700 450 495 4765 4740 700 450 450 3780 450 3780 450 4250 450 4250 450 10405 570 2800 3975 3975 40 SEGUN PLANTA 20 3980 250 6900 2730 1500 2400 2400 590 1050 600 400 400 400 400 400 600 400 600 3030 3030 1075 1075 500 560 1150 1500 2400 40 600 1200 1200 2225 2800 2800 SEGUN ELEVACION 500 1050 950 1200 1100 325 17860 325 570 200 10405 1560 1200 300 300 615 1200 1560 1300 1300 400 600 400 600 400 600 50 250 50 200 200 50 250 50 800 30 10 50 150 120 25 1200 1440 100 107,5 107,5 450 400 450 400 450 400 45 30 45 40 40 85 70 85 40 40 240 100 100 100 100 100 15 40 25 58 4950 5150 1750 2800 14750 4950 5150 1750 2800 4700 4700 4230 17860 4230 4230 4230 4700 4700 2115 19395 4205 4675 4700 420 1750 1650 4950 4675 4700 4205 4230 4650 1600 1400 1650 25 100 2090 2330 1500 1540 14050 125 100 300 4650 100 6800 100 2400 300 25 25 100 1900 100 100 100 2015 100 2015 100 100 4155 100 1650 100 840 2000 25 25 25 300 30 300 1510 300 1220 100 1650 100 1400 100 1900 100 1550 100 14750 4925 25 1650 2000 1500 1750 25 815 1540 320 100 100 100 100 100 1080 17860 7975 10775 4230 4230 4700 4700 2800 7975 1600 8460 3080 1330 1150 14750 1650 1080 1500 1750 1400 1300 100 3080 1150 4230 900 3330 250 2800 4700 4700 4230 4230 1200 100 920 1550 100 1900 100 1400 550 600 1550 1000 550 250 100 1300 1400 1750 1500 1080 920 1650 100 4130 100 4130 100 4150 100 2480 100 2470 100 250 2980 145 1200 350 650 2300 850 100 900 100 750 900 100 4650 5050 5050 320 200 75 300 300 320 25 35 35 25 150 75 50 320 75 10 150 10 75 320 35 200 50 150 75 50 178 150 50 35 50 505 50 150 50 1400 2860 2860 150 75 75 100 10 35 40 170 35 320 200 50 75 150 800 6225 400 400 400 400 1750 343,5 249 1000 1000 1000 1000 1000 800 860 1750 1750 3090 2880 200 400 2800 400 2600 325 1075 1650 2490 2880 1090 1750 840 320 800 920 1500 1075 1650 2880 2490 2880 1090 1750 2380 320 400 400 2880 1090 2700 3875 2000 1500 35 250 75 50 35 50 405 50 102 50 149 50 200 50 168 50 100 200 300 250 10 250 35 10 mm. DILATACION 75 150 300 50 75 75 320 25 242 180 300 35 25 200 205 50 236 50 50 50 75 75 50 50 50 50 50 50 350 50 50 100 300 150 40 1000 1000 1000 1000 1000 1000 10 1540 10 10 10 10 10 200 400 1200 1080 2000 600 325 2000 600 325 135 2490 2880 3875 3875 800 2880 1000 1000 100 10 4850 2490 1090 3875 10675 400 400 279 1000 1000 4230 4230 4700 4700 3290 400 400 200 300 100 3875 4850 1090 400 400 800 1000 1000 1000 975 4230 4230 4700 4700 5740 800 1000 1000 1000 950 2775 2825 140 10 10 1650 2000 1500 1750 1370 240 240 170 50 200 50 50 200 50 100 100 100 100 5740 2490 1600 2880 1535 430 4230 4230 4700 4700 1221 1200 4230 400 400 1535 800 4230 4230 4700 4700 400 400 15 15 1330 4230 400 400 800 1600 4230 400 400 2630 1200 2710 580 400 400 4230 2400 2400 1700 800 400 1300 1800 1800 621 200 180 200 180 200 800 2880 370 400 400 3290 2880 3290 180 200 180 200 180 475 105 100 3290 1535 2880 3290 2880 800 2880 4230 5075 5150 1750 2800 14775 5075 5150 1750 2800 4700 4700 4230 17860 4230 4230 4230 4700 4700 1025 1205 1250 1250 40 162 162 80 130 100 33 211,5 211,5 211,5 211,5 235 235 235 235 280 280 280 280 280 280 450 1075 450 1400 1300 200 3030 1200 2800 4230 840 280 280 280 280 280 280 1450 1860 75 50 50 50 20 20 135 203 126 126 158 130 423 144 126 185 270 10 40 50 40 40 40 40 100 280 100 40 90 100 280 133 100 100 100 100 50 350 200 130 50 250 50 50 75 315 190 190 75 315 350 350 130 50 250 50 50 250 50 200 50 250 50 150 50 175 50 275 250 175 50 30 45 100 45 30 50 57 150 50 100 50 50 100 50 150 50 50 160 50 80 100 30 80 100 30 50 100 210 300 50 1200 325 2600 30 100 130 30 100 130 260 300 30 100 130 30 100 130 260 100 130 110 30 30 100 30 300 500 130 100 15 100 15 200 200 100 450 200 50 50 350 450 50 350 50 200 200 100 450 200 50 50 350 450 50 350 50 ESC 1/50 PLANTA ESTRUCTURA CIELO SUBTERRANEO PLANTA DE FUNDACIONES PLANTA DE FUNDACIONES ESC 1/50 D’ A 2 1 5 6 7 5 5 5 7 6 5 1 2 A D’ 5 5 5 5 5 5 -3.29 5 5 5 5 5 5 5 D’ A 2 1 5 6 7 5 5 5 5 7 6 5 1 2 A D’ 002 V.25/58 M.H.A.e=20 M.H.A.e=20 M.H.A.e=20 5 5 5 5 5 M.H.A.e=20 5 5 5 5 75 75 75 75 2dIDEM DDENA L=150 d de la Ddena 2dIDEM DDENA L=150 75 75 2dIDEM DDENA L=150 75 AL NIVEL DE LOS FIERROS SUPERIORES 2dIDEM DDENA L=150 75 75 E INFERIORES DE VIGAS Y DDENAS 75 2dIDEM DDENA L=150 DETALLE TIPICO DE REFUERZO DE TODOS LOS CRUCES EN ZONAS SIN LOSAS d SEG. ELEVACION 20 20 d SEG. ELEVACION 20 20 d SEG. ELEVACION DETALLE TIPICO REMATE DE MALLAS d SEG. ELEVACION 45º ESP. DEL MURO – 3 8 8 DETALLE TIPICO DE TRABAS IDEM. A MALLA HORIZONTAL NOTA: PARA Fe EN DPAS USAR DIÁMETRO Y SEPARACIÓN NOTA: EN MUROS USAR 5 TRABAS POR M2, DIAMETRO IDEM A MALLA -3.29 -3.29 -3.29 ±0.00 15 5 5 5 5 5 5 5 V.25/58 V.25/58 V.25/58 5 5 5 5 5 V.25/58 V.25/58 5 5 5 5 5 V.25/58 004 ±0.00 15 005 ±0.00 15 003 ±0.00 15 B V.25/58 V.15/58 5 5 5 5 5 5 5 5 5 5 5 B 5 001 ±0.00 15 E E ±0.00 ±0.00 ±0.00 ±0.00 5 5 MINIMO 5 NIVEL DE SELLADO LIBRE DE RAICILLAS <> DE FUNDACION SEGUN PLANTA ESC 1/25 CORTE 1-1 d8a20 NIVEL RADIER N.T.N. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D D 5 5 5 5 5 5 5 <> 5 d10a10 d8a20 1b 5 5 1b 5 B 5 5 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 -4.09 SEGUN ELEVACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.80 5 5 5 5 5 5 \U+029A 100x100x3 \U+029A 100x100x3 d8a15s L=270(20+230+20) d8a15i L=150 (20+110+20) d8a15s L=270(20+230+20) d8a15i L=150 (20+110+20) d8a15s L=270(20+230+20) d8a15i L=150 (20+110+20) d8a15 L=135 (20+95+20) d8a15 L=135 (20+95+20) DETALLE A DETALLE A DETALLE A DETALLE A DETALLE A – ESPESOR TERMINADO SECO, 6 MILLS MINIMO. – 2 CAPAS DE ESMALTE EPOXICO DE TERMINACION – 2 CAPAS DE ANTIOXIDO EPOXICO – ARENADO COMERCIAL. – PROTECCIÓN AL FUEGO SERÁ SEGÚN ORDENAZA VIGENTE. > RESPETARA ARQUITECTURA PREVIO VºBº DEL INGENIERO 5.- TODAS LAS COTAS DEBERÁN VERIFICARSE EN TERRENO 9.- PERNOS Y HORQUILLAS DE ANCLAJE ACERO CALIDAD A325 6.-SOLDADURA DE ELECTRODO E 70XX Y NO ESPECIFICADAS DEL MISMO ESPESOR DE LA MINIMA PLANCHA A UNIR 3 mm 7.-DEBERÁ SOLDARSE TODAS LAS LÍNEAS DE CONTACTO A CORDÓN CONTÍNUO (S.I.C.) 8.- TRATAMIENTO DE ESTRUCTURA METALICA SEGÚN INTRUCTIVO ADJUNTO 2.- TENSIONES MAXIMAS TERRENO : 3.- ZONA SISMICA 2 , SUELO TIPO II SEGÚN NORMA NCH 433 of 96. 4.- AJUSTE DE MEDIDAS EN OBRA, CUALQUIER DISCREPANCIA SE E S P E C I F I C A C I O N E S 1.- HORMIGON DE FUNDACIONES SIN ARMAR : H-20 + 20% DE BOLON DESPLAZADOR CARGAS ESTATICAS :1.0 kg/cm2 CARGAS ESTATICAS + SISMO : 1.5 kg/cm2 5 5 5 5 5 HORQUILLA d1/2″ L=1230 (490+250+490) PL 400×350.x10 PILAR TUBEST 300×30.5 2 2 GOUSSET 200x100x4 GOUSSET 200x100x4 GOUSSET 200x100x4 GOUSSET 200x100x4 TUBEST 300×30.5 5 5 5 5 5 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION HORQUILLA d1/2″ L=1230 (490+250+490) PL 400×350.x10 ESC 1/10 CORTE 2-2 GOUSSET 200x100x4 3 3 ESC 1/10 DETALLE A 5 5 5 CORTES-DETALLES ESPECIFICACIONES Contenido HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA M.H.A.e=30 M.H.A.e=30 M.H.A.e=30 1b 1b \U+029A 100x100x3 \U+029A 100x100x3 5 5 D 5 5 5 5 D 5 V.F.15/40 EJES CERCHAS ESC: 1/50 TEXTOS SEGMENTO 2 4 3 5 7 6 0.50 0.50 0.30 0.30 0.30 0.20 0.10 0.70 0.10 0.06 0.42 0.06 21 104 1.00 0.50 1.00 0.30 0.06 0.10 8 AUX .13 ALBAÑILERIA MARGEN FIE. ELEV., TITULOS Y TEXTO EJES ESTRIBOS PLANTA FUNDACIONES, EJES COTAS M.H.A. 0.15 0.25 1 VIGAS INVERTIDAS CONTORNOS ESC: 1/100 0.25 0.25 0.15 0.05 0.35 0.05 0.25 0.50 0.05 0.13 ESC: 1/75 PUNTOS FIERROS DE PLANTA VIGAS 1 1 1 1 1 1 5 5 5 5 5 5 1 1 d8a15i L=160 (20+120+20) d8a15s L=200 (20+160+20) d8a15i L=160 (20+120+20) d8a15s L=200 (20+160+20) d8a15i L=125 (20+85+20) d8a15s L=165 (20+125+20) 1a 1a 1b 1b ESC 1/25 CORTE 1a-1a dSegun Elevacion 5 5 5 5 5 -3.29 -4.09 ESC 1/25 CORTE 1b-1b di Fe Segun Planta dSegun Elevacion 5 5 5 5 5 -3.29 -4.09 5 V.F.15/40 V.F.15/40 V.F.15/40 5 5 5 5 5 5 SEGÚN ELEVACIÓN (S.I.C.) E d 8a20 L=106 SEGÚN ELEVACIÓN CORTE V.F.15/40 ESC 1/25 5 6 11 36 d SEGÚN ELEVACIÓN Lat:1+1 5 SEGÚN ELEVACIÓN (S.I.C.) E d 8a20 L=162 SEGÚN ELEVACIÓN CORTE V.25/58 ESC 1/25 5 6 21 54 d SEGÚN ELEVACIÓN Lat:1+1 Fe d Segun Planta de Losas 1a 1a 1b 1b 1a 1a 1b 1b Contenido PLANTA ESTRUCTURA CIELO PISO 1 CORTES-DETALLES PLANTA ESTRUCTURA CIELO CUBIERTA ESC 1/50 5 5 5 5 5 E D C B A 5 5 5 5 B C D E A 5 5 5 5 5 7 6 5 2 1 5 5 5 5 2 5 6 7 1 PANEL METALICO PANEL METALICO PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 PANEL METALICO \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 5 5 5 PLANTA ESTRUCTURA CIELO PISO 1 ESC 1/50 1 2 5 6 7 5 5 5 5 5 A B C D E A E D C B 1 7 6 5 2 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 5 5 5 PILAR TUBEST 300×30.5 5 5 5 5 5 106 5 5 5 5 \U+029A 100x100x3 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 \U+029A 100x100x3 PILAR TUBEST 300×30.5 2C 200x50x4 \U+029A 100x100x3 C 200x50x4 5′ \U+029A 100x100x3 C 200x50x4 12.5 \U+029A 100x100x3 2C 200x50x4 2C 200x50x4 107 12.5 101 12.5 102 12.5 2C 200x50x4 \U+029A 100x100x3 1a’ 5 C 200x50x4 C 200x50x4 2′ 2′ 5 5 C 200x50x4 \U+029A 100x100x3 \U+029A 100x100x3 2C 200x50x4 5 C 200x50x4 B’ \U+029A 100x100x3 1′ C 200x50x4 1′ C 200x50x4 C 200x50x4 \U+029A 100x100x3 2C 200x50x4 103 12.5 5 5 5 2C 200x50x4 C 200x50x4 D1 C1 C2 104 12.5 105 12.5 C 200x50x4 1a 5 \U+029A 100x100x3 C 200x50x4 \U+029A 100x100x3 \U+029A 100x100x3 C 200x50x4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 A’ A” PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 M. d8 a 20 Placa colaborante PV-3 M. d8 a 20 Placa colaborante M. d8 a 20 Placa colaborante M. d8 a 20 Placa colaborante M. d8 a 20 Placa colaborante M. d8 a 20 Placa colaborante \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 5 5 5 5 5 5 5 5 C1 C2 A’ A” 5 5 5 5 5 5 5 PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO A1 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 5 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 7′ 5 5 A1 \U+029A 100x100x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 1” 5 \U+029A 75x75x3 5 5 5 5 5 5 5 5 5 5 5 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBEST 300×30.5 E’ 5 E’ 5 E’ E’ 5 5 PLANTA ESTRUCTURA CIELO CUBIERTA PV-3 PV-3 PV-3 PV-3 PV-3 F’=d8a10 12 13 275 NOTA: SE DEBERÁ ALZAPRIMAR LAS PLACAS EN L/2 PLACA COLABORANTE PV-3 e=8 mm EN CADA VALLE 1 d 8 1 d 8 EN CADA VALLE EN CADA VALLE 1 d 8 1 d 8 EN CADA VALLE M. 8 a 20 5 DETALLE DE PLACA INSTADECK ESC 1/5 M. d8 a 20 Placa colaborante PV-3 L=300 \U+029A 100x100x3 \U+029A 100x100x3 5 5 2 F’=d8a10 L=150 12 100 12 13 13 1 F’=d8a20 L=150 12 100 12 13 13 3 F’=d8a17 L=150 12 100 12 13 13 Contenido PLANTA ESTRUCTURA CIELO PISO 2 PLANTA DETALLE LOSA CIELO SUBTERRANEO CORTES-DETALLES 001 15 3 5 5 5 5 5 5 5 D’ A 7 6 5 1 2 A D’ 002 5 5 ±0.00 15 004 ±0.00 15 005 ±0.00 15 003 ±0.00 15 B B 5 ±0.00 d8a28i L=375 d8a36s L=1025 d8a28i L=375 d8a28i L=375 d8a28i L=375 d8a36s L=1025 d8a36s L=745 d8a36s L=745 d8a22i L=415 d8a34s L=1020 d8a34s L=1020 d8a22i L=415 d8a34s L=1020 d8a34s L=1020 d8a22i L=415 d8a22i L=415 (340+20) F=F’=1d10 L=360 1 3 3 3 2 2 F’=d8a22 L=300 25 141 12 13 12 13 84 F’=d8a22 L=300 25 141 12 13 12 13 84 F’=d8a20 L=345 25 144 12 13 12 13 126 d8a20i L=150 F’=d8a22 L=315 156 1127 13 12 13 84 F’=d8a22 L=310 25 141 12 13 12 13 94 25 F’=d8a20 L=325 156 12 13 12 13 94 F’=d8a20 L=325 25 156 12 13 12 13 94 25 3 3 3 F’=d8a20 L=345 12 13 126 15 144 12 13 ESC 1/50 PLANTA DETALLE LOSA CIELO SUBTERRANEO 7 6 5 1 2 5 5 5 5 d8a20s L=295 PLANTA ESTRUCTURA CIELO PISO 2 ESC 1/50 1 2 5 5 5 5 A B C D A D C B 1 5 2 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 C1 C2 5 C1 C2 PANEL METALICO PANEL METALICO A1 A1 3 5 3 C1′ 1a’ 1” 5 2′ 5 A2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PANEL METALICO 5 5 5 E 5 C1′ E 5 \U+029A 100x100x3 \U+029A 100x100x3 ESTRUCTURACION DE MUROS PIE DERECHO SOLERA INFERIOR S/ESC. ESTRUCTURACION DE MUROS AUTOPERFORANTE#8 UNO A CADA LADO SOLERA SUPERIOR AUTOPERFORANTES 6 x 1″ a 100 NOTA : LA CHAPA ESTRUCTURAL DE MUROS SE DISPONDRA EN FORMA VERTICAL EN BORDE DE PLACA Y INTERIORES DE PLACA Y SE FIJARA CON a 300 EN APOYOS O.S.B. e=11.1 m.m. DIAGONAL PERFIL L TORNILLOS AUTOPERF. 8×1/2″ tip. 2 2 1 1 4 TORNILLOS AUTOPERF. 1/2″x8 S/ESC. 70P16 DETALLE DE TENSOR PANEL EN TODOS LOS PANELES EN AMBOS SENTIDOS, OPUESTOS Y POR AMBOS LADOS PANEL NOTA : ESTABILIZADORES DIAGONALES + ANCLAJE AN EN TODAS LAS UNIONES DE DIAGONAL CON SOLERA INFERIOR DETALLES DE DIAGONALES S/ESC. 8×1/2″ tip. 1 TORNILLO AUTOPERF. ANCLAJE AN ANCLAJE AN ANCLAJE AN ANCLAJE AN \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 V1 V2 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 Contenido ELEVACIONES DE EJES CORTES-DETALLES D’ A E PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 5 5 ESC 1/50 ELEVACION EJE 1 Lat:1+1d8 Ed8a20 C B \U+029A 100x100x3 5 5 +6.83 -3.29 ±0.00 D C1 C2 C 200x50x4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 5 M.H.A.e=20 VER ENFIERRADURA EN 5 +2.88 D’ A E PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 5 5 5 ESC 1/50 ELEVACION EJE 1a’-2-2′ Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 Lat:1+1d8 Ed8a20 Ed8a20 C B C 200x50x4 A’ \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 +6.83 -3.29 ±0.00 5 Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 Ed8a15 D 2C 200x50x4 C 200x50x4 C1 C2 A” C 200x50x4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 5 +2.88 D’ A E PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 5 5 5 ESC 1/50 ELEVACION EJE 5-5′ 3d16 L=1160 (21+1118+21) Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 DMd8a13 Lat:1+1d8 Ed8a20 Ed8a20 C B C 200x50x4 C 200x50x4 A’ \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 +6.83 -3.29 ±0.00 5 5 +2.88 5 5 -4.09 5 5 \U+029A 100x100x3 5 5 5 5 5 -4.09 -4.09 2d10 L=430 (14+402+14) 2d12 L=435 (17+402+16) 2d16 L=450 (24+402+24) +2d16 L=485 5 3d16 L=1160 (21+1118+21) 2+2d10 L=430 (14+402+14) 2d12 L=435 (17+402+16) 2d16 L=1160 (21+1118+21) 2d16 L=1160 (21+1118+21) +1d12 L=400 2d10 L=430 (14+402+14) 2+2d10 L=430 (14+402+14) 2d10 L=430 (14+402+14) 2d10 L=430 (14+402+14) 2d12 L=435 (17+402+16) DMd8a13 2d12 L=435 (17+402+16) 4+2d10 L=430 (14+402+14) 2+2d10 L=430 (14+402+14) 2d12 L=435 (17+402+16) 2+2d12 L=435 (17+402+16) 2d12 L=435 (17+402+16) 2d12 L=1125 (16+1093+16) 5 PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO VER ELEVACION EJE D’ CORTE1-1 LAM1/4 2d12 L=1170 (21+1107+22) M.H.A.e=30 M.H.A.e=30 -0.80 -0.80 -0.80 5 5 5 COSTANERAS CA 150x50x15x2 COSTANERAS CA 150x50x15x2 VER DETALLE APOYO DE COSTANERAS (TIPICO) 5 5 5 COSTANERAS CA 150x50x15x2 VER DETALLE APOYO DE COSTANERAS (TIPICO) VER DETALLE APOYO DE COSTANERAS (TIPICO) 5 5 5 5 5 COSTANERAS CA 150x50x15x2 COSTANERAS CA 150x50x15x2 VER DETALLE APOYO DE COSTANERAS (TIPICO) VER DETALLE APOYO DE COSTANERAS (TIPICO) DETALLE 1 DETALLE 2 \U+029A 75x75x3 \U+029A 75x75x3 DETALLE 2 DETALLE 3 DETALLE 4 DETALLE B DETALLE C DETALLE 1 DETALLE 5 DETALLE 5A DETALLE 2 DETALLE 2 DETALLE 5A DETALLE 6 DETALLE 6 DETALLE 4 DETALLE 7 DETALLE 7′ DETALLE 4 DETALLE 4 DETALLE 7′ DETALLE 4 DETALLE 2 DETALLE 3 DETALLE 3 DETALLE C DETALLE C DETALLE B DETALLE B DETALLE B DETALLE B Fe Segun Planta de Fundacion Fe Segun Planta de Fundacion TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 \U+029A 100x100x3 DETALLE 1 C 200x50x4 E’ 5 5 A1 5 \U+029A 100x100x3 \U+029A 100x100x3 CA 150x50x15x3 CA 150x50x15x3 \U+029A 75x75x3 \U+029A 75x75x3 E’ A1 \U+029A 100x100x3 \U+029A 100x100x3 CA 150x50x15x3 CA 150x50x15x3 E’ A1 \U+029A 100x100x3 \U+029A 100x100x3 CA 150x50x15x3 CA 150x50x15x3 5 5 5 5 \U+029A 100x100x3 \U+029A 100x100x3 5 +3.68 \U+029A 100x100x3 \U+029A 100x100x3 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 VER LAM.7/7 VER LAM.7/7 VER LAM.5/7 VER LAM.5/7 VER LAM.7/7 VER LAM.7/7 VER LAM.7/7 VER LAM.7/7 VER LAM.7/7 VER LAM.7/7 VER LAM.5/7 VER LAM.5/7 VER LAM.5/7 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 V2 O.S.B. FIELTRO e=11.1 m.m. SOLERA SUPERIOR 92C085 90CA085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 V1 V1 V1 V1 92C085 V1 92C085 SOLERA INFERIOR 92C085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 5 5 5 5 C1′ 5 V1 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 V1 V1 V1 92C085 92C085 90CA085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 SOLERA INFERIOR 92C085 C B 5 ESC 1/50 ELEVACION EJE 1a’ SOLERA SUPERIOR 92C085 5 5 5 FIELTRO V1 90CA085 90CA085 90CA085 90CA085 90CA085 O.S.B. e=11.1 m.m. +2.88 +5.48 C B 5 ESC 1/50 ELEVACION EJE 1” SUPERIOR 92C085 5 5 5 FIELTRO 90CA085 90CA085 90CA085 90CA085 90CA085 O.S.B. e=11.1 m.m. +2.88 +5.48 SOLERA A 5 5 ELEVACION EJE 1b \U+029A 100x100x3 +2.88 -3.29 ±0.00 5 5 -4.09 5 B 5 ESC 1/50 2d12 L=435 (17+402+16) E.d8a20 2d12 L=435 (17+402+16) PANEL METALICO VER ELEVACION EJE A DETALLE 4 92C085 92C085 92C085 A2 ESC 1/50 ELEVACION EJE 1” SUPERIOR 92C085 90CA085 SOLERA 90CA085 90CA085 90CA085 INFERIOR 92C085 SOLERA FIELTRO O.S.B. e=11.1 m.m. 5 5 5 +2.88 +5.48 SOLERA SUPERIOR 92C085 V1 90CA085 92C085 90CA085 90CA085 SOLERA INFERIOR 92C085 \U+029A 100x100x3 \U+029A 100x100x3 FIELTRO O.S.B. e=11.1 m.m. DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 FIELTRO O.S.B. e=11.1mm. DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 O.S.B. FIELTRO e=11.1 m.m. 90CA085 DETALLE 10 (TIPICO) DETALLE 10 (TIPICO) DETALLE 10 (TIPICO) COSTANERAS CA 150x50x15x2 DETALLE B DETALLE 10 (TIPICO) DETALLE 10 (TIPICO) DETALLE 10 (TIPICO) TUBEST 300×30.5 DETALLE 10 (TIPICO) TUBEST 300×30.5 5 5 1PERNO d5/8” \U+029A 100x100x3 4 5 ESC 1/10 VISTA 7 5 TUBEST 300×30.5 L 80x80x5 \U+029A 100x100x3 PL. 250x150x10 1PERNO d5/8” 5 5 5 PL. 250x150x10 4 ESC 1/10 DETALLE 10 VISTA 7 V2 S/ ESC 1/2″ x 8 @200 ZIG ZAG AUTOPERFORANTE 92C085 AUTOPERFORANTE #10 x 1/2″ @200 ZIG ZAG 2 (200CA085) 92C085 V1 S/ ESC 1/2″ x 8 @200 ZIG ZAG AUTOPERFORANTE 92C085 AUTOPERFORANTE #10 x 1/2″ @200 ZIG ZAG 2 (90CA085) 92C085 \U+029A 100x100x3 PILAR DILATADO DEL TUBEST P P DETALLE L SUPERIOR ESC 1/5 TUBEST 300×30.5 VISTA A 5 3 5 5 5 5 5 5 5 5 5 5 2 PERNOS d7/8″ mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFORACION d 1″ 4 P DETALLE L INFERIOR ESC 1/5 (SON DOS) L. 320xVAR.x16 P 5 TUBEST 300×30.5 ESC 1/5 (SON DOS) PERFORACION d1″ 5 5 3 TUBEST 300×30.5 L. 320xVAR.x16 5 P (SON DOS) 5 5 5 5 5 L. 320xVAR.x16 (SON DOS) PERFORACION d 1″ 2 PERNOS d7/8″ mm P L. 320xVAR.x16 PERFORACION d1″ VISTA A TAPA e=4 mm. 10 mm. DILATACION 4 4 L 320x200x16 2 GOUSSET e=12 mm. L 65x65x5 P 4 VISTA B 2 P L. e=12 mm. ESC 1/10 DETALLE B 2+2 PERNOS d7/8″ mm L. 320xVAR.x14 5 5 5 P L.320xVAR.x14 TUBEST 300×30.5 TUBEST 300×30.5 5 P 5 5 5 4 2+2 PERNOS d7/8″ mm L 65x65x5 6 \U+029A 100x100x3 4 5 5 5 5 5 2+2PERNOS d7/8″ mm P TUBEST 300×30.5 L. e=12mm. L 320x200x16 2 P VISTA C 2 GOUSSET e=12 mm. ESC 1/5 VISTA B 5 5 5 5 5 P L. 320xVAR.x16 L. 320xVAR.x8 P 5 5 2+2PERNOS d7/8″ mm 5 5 5 5 5 ESC 1/5 VISTA C 5 5 5 L. e=12 mm 5 5 5 5 P 2 P L 320x200x16 2 GOUSSET e=12 mm. 5 2+2 PERNOS d7/8″ mm TUBEST 300×30.5 DETALLE C ESC 1/10 VISTA D 5 5 TUBEST 300×30.5 TUBEST 300×30.5 2 PERNOS d3/4″ 2+2PL e=16 5 5 5 2 PERNOS d3/4″ 2+2PL e=8 (POR AMBOS LADOS) 5 2+2PL e=16 2PL.505x350x16 5 5 5 5 5 5 5 5 5 5 3 3 ESC 1/5 TUBEST 300×30.5 TUBEST 300×30.5 2 P L e=16 2P L e= 16 VISTA D 5 3 2PL.505x350x16 2+2PL e=8 2+2PL e=8 5 5 5 5 5 5 2 PERNOS d3/4″ CORTE 3-3 ESC 1/5 2 P L e= 16 5 5 5 5 5 5 5 5 5 5 5 2 P L e= 16 5 2 PERNOS d 3/4″ 2 PERNOS d 3/4″ PL.505x350x16 TUBEST 300×30.5 5 5 2PL e=8 2PL e=8 90CA085 DETALLE 5B VER LAM.7/7 S P1 5 P2 S P1 P2 5 P2 P2 S P1 S P1 P2 5 Contenido ELEVACIONES DE EJES CORTES-DETALLES D’ A E PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 5 5 5 ESC 1/50 ELEVACION EJE 6 Ed8a15 Lat:1+1d8 Ed8a15 Lat:1+1d8 Lat:1+1d8 Ed8a20 Ed8a20 +6.83 -3.29 ±0.00 5 5 5 5 5 -4.09 2d10 L=430 (14+402+14) 2+2d10 L=430 (14+402+14) 2d12 L=435 (17+402+16) 2d12 L=435 (17+402+16) DMd8a13 3d16 L=450 (24+402+24) 2+2d10 L=430 (14+402+14) +3d16 L=485 3d16 L=1160 (21+1118+21) 3d16 L=1160 (21+1118+21) PANEL METALICO PANEL METALICO 5 M.H.A.e=30 -0.80 5 5 5 5 5 COSTANERAS CA 150x50x15x2 COSTANERAS CA 150x50x15x2 VER DETALLE APOYO DE COSTANERAS (TIPICO) VER DETALLE APOYO DE COSTANERAS (TIPICO) DETALLE C DETALLE B DETALLE B Fe Segun Planta de Fundacion TUBEST 300×30.5 TUBEST 300×30.5 VER LAM.4/7 VER LAM.4/7 VER LAM.4/7 E’ A1 \U+029A 100x100x3 \U+029A 100x100x3 CA 150x50x15x3 CA 150x50x15x3 5 5 B C D C1 C2 ESC 1/50 ELEVACION EJE 1” \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 5 5 5 5 5 ESC 1/50 ELEVACION EJE A 5 5 5 5 7 6 5 1 2 -3.29 5 ±0.00 VER ELEVACION EJE 1 VER ELEVACION EJE 2 VER ELEVACION EJE 5 VER ELEVACION EJE 6 VER ELEVACION EJE 7 5 5 -4.09 2d10 L=930 (24+906) 60 2d10 L=1020 (1000+20) 118 2d12 L=990 (17+973) 2d12 L=985 (970+15) INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA 5 5 5 +6.50 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 INFERIOR 103C085 SOLERA INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 INFERIOR 103C085 SOLERA INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 70P16 DIAGONAL 70P16 70P16 70P16 TIPO DIAGONAL TIPO DIAGONAL TIPO DIAGONAL TIPO DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 HORQUILLA d1/2″ L=1440 (620+200+620) PL.300x200x8 \U+029A 100x100x3 5 5 5 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION VISTA 1 ESC 1/10 DETALLE 4 VIGA DE HORMIGON 5 5 5 5 5 5 5 5 PL.300x200x8 HORQUILLA d1/2″ L=1440 (620+200+620) \U+029A 100x100x3 5 4 ESC 1/10 VISTA 1 5 D’ A E 5 5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 5 5 VER ELEVACION EJE D’ ESC 1/50 ELEVACION EJE 7 +6.83 -3.29 ±0.00 5 5 5 -4.09 5 2d12 L=435 (17+402+16) 2d12 L=435 (17+402+16) 2d12 L=435 (17+402+16) 2d12 L=1125 (16+1093+16) PANEL METALICO PANEL METALICO M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 2d10 L=1150 (21+1107+22) 5 5 5 5 5 COSTANERAS CA 150x50x15x2 COSTANERAS CA 150x50x15x2 VER DETALLE APOYO DE COSTANERAS (TIPICO) VER DETALLE APOYO DE COSTANERAS (TIPICO) DETALLE C DETALLE B DETALLE B E’ A1 \U+029A 100x100x3 \U+029A 100x100x3 CA 150x50x15x3 CA 150x50x15x3 5 5 5 5 VER LAM.4/7 VER LAM.4/7 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 4 VER LAM.4/7 ESC 1/50 ELEVACION EJE A1-E’ 1 2 5 6 7 PILAR TUBEST 300×30.5 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 CA 150x50x15x3 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 PILAR TUBEST 300×30.5 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 DETALLE 8 DETALLE 8 DETALLE 8 DETALLE 8 DETALLE 8 DETALLE 11 DETALLE 11B DETALLE 9 DETALLE 11 DETALLE 11A \U+029A 100x100x3 \U+029A 100x100x3 DETALLE 12 DETALLE 12 DETALLE 12A DETALLE 12A M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 DETALLE 13 DETALLE 13 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 5 S S S DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 Contenido ESC 1/50 ELEVACION EJE E ELEVACIONES DE EJES CORTES-DETALLES 2 \U+029A 100x100x3 2C 200x50x4 ESC 1/50 ELEVACION EJE A’ 5 \U+029A 100x100x3 5 5 ±0.00 +2.88 1 5 2C 200x50x4 C 200x50x4 ESC 1/50 ELEVACION EJE B-B’ \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 2 \U+029A 100x100x3 C 200x50x4 5 2d16 L=485 (22+441+22) 2d12 L=475 (17+441+17) VER ELEVACION EJE 1 5 -3.29 ±0.00 +2.88 Ed8a20 Lat:1+1d8 5 5 5 -4.09 5 1b VER ELEVACION EJE 1b Ed8a20 Lat:1+1d8 \U+029A 75x75x3 DETALLE 6 \U+029A 75x75x3 DETALLE 7 DETALLE 7′ DETALLE 5C 5 1” \U+029A 75x75x3 5 \U+029A 75x75x3 \U+029A 75x75x3 5 5 +3.68 5 5 5 5 7 6 5 1 2 ±0.00 INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA 5 5 5 +6.50 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 INFERIOR 103C085 SOLERA INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA SUPERIOR 103C085 SOLERA 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 INFERIOR 103C085 SOLERA INFERIOR 103C085 100CA12 SOLERA INFERIOR 103C085 SOLERA 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 100CA12 70P16 DIAGONAL 70P16 70P16 70P16 TIPO DIAGONAL TIPO DIAGONAL TIPO DIAGONAL TIPO DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 \U+029A 100x100x3 FIELTRO O.S.B. e=11.1 m.m. SUPERIOR 92C085 SOLERA INFERIOR 92C085 SOLERA 90CA085 90CA085 90CA085 90CA085 1a’ 5 1” 5 90CA085 90CA085 1 ESC 1/50 ELEVACION EJE C1-C2 \U+029A 100x100x3 \U+029A 100x100x3 2 VER ELEVACION EJE 1 5 2C 200x50x4 -3.29 ±0.00 +2.88 5 5 5 -4.09 DETALLE 1 1” \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 5 5 +3.68 5 VER LAM.5/7 1 5 2C 200x50x4 ESC 1/50 ELEVACION EJE C \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 2 VER ELEVACION EJE 1 5 2C 200x50x4 -3.29 ±0.00 +2.88 5 5 5 5 -4.09 \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 5 5 +3.68 FIELTRO O.S.B. e=11.1 m.m. SUPERIOR 92C085 90CA085 SOLERA INFERIOR 92C085 SOLERA 90CA085 90CA085 90CA085 1a’ 90CA085 5 90CA085 90CA085 \U+029A 100x100x3 V1 V1 92C085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 SOLERA SUPERIOR 92C085 SOLERA SUPERIOR 92C085 90CA085 90CA085 90CA085 90CA085 \U+029A 100x100x3 5 5 5 5 90CA085 DIAGONAL TIPO 70P16 DIAGONAL TIPO 70P16 L 30x30x3 5 L 30x30x3 L 30x30x3 5 5 -0.80 136 2d16 L=1190 (23+1167) 2d16 L=810 (790+20) 105 2d16 L=1050 (24+1026) 2d16 L=850 (830+20) Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 Ed8a20 Lat:1+1d8 DETALLE 5D 1 ESC 1/50 ELEVACION EJE D-D1 \U+029A 100x100x3 \U+029A 100x100x3 2 5 VER ELEVACION EJE 1 5 5 C 200x50x4 -3.29 ±0.00 +2.88 C 200x50x4 \U+029A 100x100x3 5 5 -4.09 \U+029A 100x100x3 DETALLE 5C DETALLE 7 DETALLE 4′ \U+029A 75x75x3 DETALLE 6 \U+029A 75x75x3 DETALLE 4 1” \U+029A 75x75x3 \U+029A 75x75x3 \U+029A 75x75x3 5 5 +3.68 \U+029A 100x100x3 SUPERIOR 92C085 SOLERA INFERIOR 92C085 SOLERA 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 90CA085 V1 92C085 \U+029A 100x100x3 FIELTRO O.S.B. e=11.1 m.m. L 30x30x3 DETALLE 5D 5 5 5 5 7 6 5 1 2 VER ELEVACION EJE 2 VER ELEVACION EJE 5 VER ELEVACION EJE 6 ESC 1/50 ELEVACION EJE D’ 5 -3.29 ±0.00 5 5 -4.09 2d16 L=450 (24+402+24) 2d16 L=450 (24+402+24) 2d16 L=450 (24+402+24) 2d16 L=450 (24+402+24) 2d12 L=1165 (17+1148) 118 2d12 L= 790(772+18) 2d10 L=915 (20+895) 66 2d10 L=1000 (988+12) M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 M.H.A.e=20 VER ENFIERRADURA EN CORTE1-1 LAM.1/7 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 75x75x3 6 6 6 4 5 PL.224x180x12 ESC 1/10 DETALLE 5 \U+029A 75x75x3 PL.223x180x12 6 C 200x50x4 2C 200x50x4 4 4 ESC 1/10 VISTA 3 5 VISTA 4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 75x75x3 6 6 4 PL.224x180x12 ESC 1/10 DETALLE 5A \U+029A 75x75x3 PL.223x180x12 6 C 200x50x4 2C 200x50x4 4 ESC 1/10 VISTA 10 VISTA 10 5 6 5 4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 75x75x3 6 6 6 4 5 PL.224x180x12 DETALLE 5B \U+029A 75x75x3 PL.223x180x12 6 C 200x50x4 4 4 ESC 1/10 VISTA 11 5 VISTA 11 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 75x75x3 6 6 4 PL.224x180x12 ESC 1/10 DETALLE 5C \U+029A 75x75x3 PL.223x180x12 6 C 200x50x4 4 ESC 1/10 VISTA 12 VISTA 12 5 6 5 4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 \U+029A 75x75x3 6 6 6 4 5 PL.224x180x12 ESC 1/10 DETALLE 5D \U+029A 75x75x3 PL.223x180x12 6 C 200x50x4 C 200x50x4 4 4 ESC 1/10 VISTA 13 5 VISTA 13 %%1 75x75x3 %%1 75x75x3 5 5 5 5 PL.475x105x4 (POR AMBOS LADOS) A A 4 4 %%1 75x75x3 DETALLE 6 ESC 1/10 PL.475x105x4 4 %%1 75x75x3 PL.475x105x4 ESC 1/10 CORTE A-A DETALLE 3 VER LAM.5/7 DETALLE 1 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 1 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 1 VER LAM.5/7 (VER LAM.4/7) (VER LAM.4/7) (VER LAM.4/7) S S P1 P2 5 5 5 S P1 S P1 P2 S P1 P2 P1 5 5 5 Contenido CORTES-DETALLES PLANTA DE CUBIERTAS ESC 1/50 5 5 5 5 5 E D C B A 5 5 5 5 B C D E A 5 5 5 5 5 7 6 5 2 1 5 5 5 5 2 5 6 7 1 PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO PANEL METALICO d12 CON ACOLLADOR COLGADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR COLGADOR COLGADOR COLGADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR d12 CON ACOLLADOR COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 COSTANERAS CA 150x50x15x2 @1000 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 TUBEST 300×30.5 5 5 5 5 5 5 5 5 -3.24 5 5 5 5 5 5 5 5 5 5 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -1 -2 -3 -4 -5 -6 5 5 5 5 5 5 1 2 1b B A ±0.00 RELLENO \U+029A100x100x3 \U+029A100x100x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 ESC 1/50 PLANTA ESCALA SUBTERRANEO 1 2 B A” A1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ±0.00 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO C 200x50x3 C 200x50x3 C 200x50x3 C 200x50x3 \U+029A100x100x3 \U+029A100x100x3 \U+029A100x100x3 +2.88 5 ESC 1/50 PLANTA ESCALA PISO 1 A1 A1 B1 B1 C1 C1 \U+029A100x100x3 ESC 1/5 DETALLE COLGADORES CA 150x50x15x2 PERNO d1/2″ L 30x30x3 L 40x40x3 5 DETALLE TIPICO APOYO COSTANERA ESC 1/5 CA 150x50x15x2 L=150 3 C 80 x 40 x 3 2+2 PERNOS d1/2″ VISTA a 5 5 COSTANERAS 5 5 5 5 CA 150x50x15x2 3 2+2 PERNOS d1/2″ L=150 C 80 x 40 x 3 VISTA a ESC 1/5 1 \U+029A100x100x3 \U+029A100x100x3 \U+029A100x100x3 \U+029A100x100x3 C200x50x4 C200x50x4 9 10 11 12 13 14 15 16 8 7 6 5 4 3 2 1 -7 -6 -5 -4 -3 -2 -1 0 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 C200x50x4 C200x50x4 C200x50x4 C200x50x4 DE PELDAÑO DETALLE TIPICO DE PELDAÑO DETALLE TIPICO \U+029A100x100x3 2 5 5 5 5 5 5 5 TIP. 3 TIP. 3 TIP. 3 TIP. 3 TIP. 3 TIP. 3 3 ESC 1/25 CORTE B1-B1 1 8 7 6 5 4 3 2 1 0 -9 -10 -11 -12 -13 -14 -15 -16 -17 C200x50x4 C200x50x4 DE PELDAÑO DETALLE TIPICO 2 5 5 5 5 C200x50x4 -8 C200x50x4 C200x50x4 5 DE PELDAÑO DETALLE TIPICO TIP. 3 TIP. 3 TIP. 3 ESC 1/25 CORTE A1-A1 \U+029A100x100x3 \U+029A100x100x3 C200x50x4 C200x50x4 C200x50x4 C200x50x4 C200x50x4 C200x50x4 TIP. 3 TIP. 3 TIP. 3 TIP. 3 B A1 5 C200x50x4 C200x50x4 C200x50x4 C200x50x4 C200x50x4 C200x50x4 TIP. 3 TIP. 3 TIP. 3 A 5 ESC 1/25 CORTE C1-C1 PLANTA DE CUBIERTAS PLANTA ESCALA TUBEST 300×30.5 \U+029A100x100x3 A1 A1 B1 B1 C1 C1 \U+029A100x100x3 \U+029A100x100x3 \U+029A100x100x3 \U+029A100x100x3 DETALLE Y C200x50x4 DETALLE Z 5 5 5 5 5 5 3 PL.130x120x8 2 PERNOS HITI KB III d1/2″ 2 PERNOS HITI KB III d1/2″ 5 5 ESC 1/10 DETALLE Y C200x50x4 PL.130x120x8 PL.130x120x8 3 3 VISTA 15 ESC 1/10 VISTA 15 C200x50x4 5 5 5 VISTA 16 2 PERNOS d5/8” 3 PL.480x130x8 5 ESC 1/10 VISTA 16 C200x50x4 2 PERNOS d5/8” 5 5 5 5 3 ESC 1/10 DETALLE Z 2 PERNOS HILTI KB III d1/2″ 2 PERNOS HITI KB III d1/2″ PL.480x130x8 DETALLE X 5 2C 150 x 50 x 3 HORMIGON LIVIANO DETALLE PELDAÑO ESC. 1/10 C200x50x4 5 5 5 3 ESC 1/10 DETALLE X PERNOS HILTI KB III d1/2″ 5 5 @ 500 C200x50x4 PERNOS d5/8” PL.350x315x16 \U+029A 100x100x3 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION ESC 1/10 DETALLE 7 \U+029A 75x75x3 200 5 6 6 6 PL.223x180x12 5 3 \U+029A 75x75x3 \U+029A 100x100x3 5 5 5 5 5 5 5 PL.350x315x16 PL.223x180x12 6 PERNO d5/8” ESC 1/10 VISTA 4 VISTA 4 HORQUILLA d1/2″ L=1490 (620+200+620) PL.100x100x4 PERNO d5/8” HORQUILLA d1/2″ L=1490 (620+250+620) 5 5 5 5 \U+029A 75x75x3 \U+029A 100x100x3 2 PL.350x350x16 PL.223x180x12 6 PERNO d5/8” ESC 1/10 VISTA 1′ PERNO d5/8” PERNO d5/8” 5 5 5 5 5 5 5 5 PERNO d5/8” 2 PERNOS d5/8” PL.350x350x16 \U+029A 100x100x3 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION \U+029A 75x75x3 6 6 6 PL.223x180x12 3 VISTA 1′ 5 5 ESC 1/10 DETALLE 4′ LOSA DE HORMIGON 5 5 5 PL.350x350x16 2 PERNOS d5/8” \U+029A 100x100x3 L=130 VER LAM.5/7 \U+029A 100x100x3 PL.350x315x16 \U+029A 100x100x3 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION ESC 1/10 DETALLE 7′ \U+029A 75x75x3 6 6 6 PL.183x150x12 3 VISTA 4′ HORQUILLA d1/2″ L=1415 (620+175+620) 5 5 5 5 \U+029A 100x100x3 L=130 \U+029A 75x75x3 \U+029A 100x100x3 PL.275x250x16 6 PERNO d5/8” ESC 1/10 VISTA 4′ HORQUILLA d1/2″ L=1490 (620+250+620) PERNO d5/8” 5 5 5 5 5 5 5 5 5 5 PL.183x150x12 DETALLE 4 VER LAM.5/7 DETALLE 4 VER LAM.5/7 DETALLE 14 DETALLE 15 \U+029A 75x75x3 \U+029A 100x100x3 L 30x30x3 ESC 1/10 DETALLE 14 4 \U+029A 75x75x3 \U+029A 75x75x3 L 30x30x3 ESC 1/10 DETALLE 15 4 4 DETALLE 14 DETALLE 15 B DETALLE 14 DETALLE 15 \U+029A 100x100x3 L=130 5 DETALLE 14 DETALLE 15 DETALLE 1 VER LAM.5/7 CA 150x50x15x3 4 5 PILAR TUBEST 300×30.5 PL 300x160x4 ESC 1/10 DETALLE 8 ESC 1/10 VISTA 5 5 C 150x50x3 5 5 2+2PERNOS d1/2” CA 150x50x15x3 4 C 150x50x3 PERNOS d1/2” 5 5 5 PL 300x160x4 PILAR TUBEST 300×30.5 PL 300x110x3 CA 150x50x15x3 4 5 5 5 5 PL 300x160x4 2+2PERNOS d1/2” 5 C 150x50x3 VISTA 5 PILAR TUBEST 300×30.5 4 ESC 1/10 VISTA 6 5 5 5 5 PL 300x210x4 C 100x50x3 \U+029A 100x100x3 4 1+1PERNOS d1/2” 4 PILAR TUBEST 300×30.5 ESC 1/10 DETALLE 9 \U+029A 100x100x3 5 5 5 C 100x50x3 5 1+1PERNOS d1/2” 4 PL 300x210x4 \U+029A 100x100x3 C 150x50x3 C 100x50x3 2+2PERNOS d1/2” 5 5 5 PL 300x210x4 VISTA 6 \U+029A 100x100x3 4 ESC 1/10 DETALLE 3 2C 200x50x4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 4 ESC 1/10 DETALLE 2 2C 200x50x4 C 200x50x4 C 200x50x4 \U+029A 100x100x3 4 ESC 1/10 DETALLE 1 C 200x50x4 2′ 2 5 ESC 1/50 ELEVACION EJE A2 SUPERIOR 92C085 5 FIELTRO 90CA085 90CA085 90CA085 O.S.B. e=11.1 m.m. +2.88 +5.48 SOLERA 5 DIAGONAL TIPO 70P16 ESC 1/10 DETALLE 11 PILAR TUBEST 300×30.5 PL 260x260x3 4 ESC 1/10 VISTA 8 5 5 5 5 5 \U+029A 100x100x3 DIAGONAL 4 PILAR TUBEST 300×30.5 PL 300x260x3 4 \U+029A 100x100x3 \U+029A 100x100x3 DIAGONAL VISTA 8 ESC 1/10 DETALLE 11A PILAR TUBEST 300×30.5 PL 300x260x3 \U+029A 100x100x3 \U+029A 100x100x3 DIAGONAL VISTA 8 5 5 5 4 ESC 1/10 DETALLE 11C PILAR TUBEST 300×30.5 PL 260x260x3 4 ESC 1/10 VISTA 8 5 5 5 5 5 \U+029A 100x100x3 DIAGONAL 4 4 PILAR TUBEST 300×30.5 PL 300x140x3 PL 300x260x3 4 \U+029A 100x100x3 \U+029A 100x100x3 5 5 5 \U+029A 100x100x3 DIAGONAL VISTA 8 5 ESC 1/10 DETALLE 11B 4 PILAR TUBEST 300×30.5 PL 300x140x3 PL 300x260x3 \U+029A 100x100x3 \U+029A 100x100x3 \U+029A 100x100x3 DIAGONAL VISTA 8 5 5 5 5 5 5 4 PL.500x130x4 4 ESC 1/10 CORTE X-X \U+029A 100x100x3 5 PL.500x130x4 %%1 100x100x3 5 PL.500x130x4 (POR AMBOS LADOS) X X 4 4 %%1 100x100x3 DETALLE 13 ESC 1/10 5 %%1 100x100x3 5 5 5 5 5 PL 450×400.x10 PILAR TUBEST 300×30.5 ESC 1/10 VISTA 9 \U+029A 100x100x3 6 PL.245x200x12 5 HORQUILLA d1/2″ L=1590 (620+350+620) 5 5 5 5 PL.350x350x16 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION ESC 1/10 DETALLE 12 \U+029A 100x100x3 200 5 5 6 6 6 PL.245x200x12 5 5 VISTA 9 TUBEST 300×30.5 HORQUILLA d1/2″ L=1590 (620+350+620) 5 5 PL 450×400.x10 PILAR TUBEST 300×30.5 ESC 1/10 VISTA 9′ \U+029A 100x100x3 6 PL.245x200x12 5 HORQUILLA d1/2″ L=1590 (620+350+620) 5 5 5 5 PL.350x350x16 4 SIKA GROUT 212 DE SIKA S.A. GROUTING DE NIVELACION ESC 1/10 DETALLE 12A \U+029A 100x100x3 200 5 5 6 6 6 PL.245x200x12 5 5 VISTA 9′ TUBEST 300×30.5 HORQUILLA d1/2″ L=1590 (620+350+620) DETALLE 4 VER LAM.5/7 ds Fe Segun Planta di Fe Segun Planta ds Fe Segun Planta PILAR 2(90CA085) DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 DETALLE A VER LAM.1/7 Fe Segun Planta de Fundacion Fe Segun Planta de Fundacion Fe Segun Planta de Fundacion HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA HORMIGÓN ACERO ESPECIFICACIONES A63-42H C/RESALTES H-20 90% CFZA JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO JUAN LUIS MENARES ARQUITECTO