Warehouse Formac DWG Block for AutoCAD

Warehouse Formac DWG Block for AutoCAD

Industrial warehouse – Prifiles stuctured type Formac – Deatils of diagonals

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

foundations plant, detail of foundations, sheet, drawing, scale, calculation, project, date, file cad, indicated, evm, hbg, detail of pieces, piece, cant, all, detail, fixation tensor, according, elev., – —, pillar-masonry joint, or similar, rope wall masonry, enf. masonry, sop. coat lateral, support costanera, sop. lattice girders, elev, shoulder reinforcement, detail of beams, pin connector cutting in each valley, metalcon partition, according to ee.tt., top sup. jambs, cover inf jambs, anchor pillars, top sup. pillar, volad., roofing plant, roofing plant, detail of pillars, cost support. double, bracket support, beam reinforcement, support support, cem block masonry, vm support, abc axle lifts, diagonal detail, c axis elevation, axis elevation, diagonal detail, waterfront detail, b axis elevation, specifications.,, other thing in the planes., ass are :, work, must comply with the rules inn valid to date., to consult the calculator engineer., npt, bayonets, bayonet, development detail, masonry chain, var, valid only, perimeter, bayonet, scantillones masonry wall

Raw text data extracted from CAD file:

600 600 600 600 600 600 600 600 600 600 600 600 7200 600 600 600 600 600 600 600 600 600 600 600 600 7200 1585 1585 3170 115 1585 3170 1500 1000 380 380 970 150 500 620 1700 350 1500 380 600 100 155 900 425 500 620 275 145 200 200 200 750 275 400 300 300 1470 400 300 208 208 150 150 100 100 22 1355 1355 25 138 437 28 408 772 100 295 115 315 315 330 20 580 1500 1000 380 380 970 150 500 620 275 330 150 300 220 300 300 150 250 1000 500 200 300 380 150 470 650 500 500 2650 380 620 650 200 800 2650 750 1150 750 600 100 350 380 150 470 650 500 500 2650 750 1150 750 155 900 275 145 200 200 200 500 500 500 750 400 600 400 1400 400 600 400 1400 600 100 350 400 600 400 1400 1600 100 200 800 600 600 115 170 115 400 115 170 115 75 250 75 75 250 75 400 100 300 50 400 115 170 115 400 500 400 400 150 300 150 600 150 300 150 200 200 200 600 600 150 300 150 100 400 300 300 300 225 300 225 750 250 500 250 500 200 300 1000 400 200 400 300 200 500 1000 400 200 400 250 500 250 1000 400 200 400 1200 100 600 350 300 500 150 300 150 600 150 300 150 600 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 15 40 40 15 40 15 40 15 15 40 15 40 15 40 15 40 15 40 15 20 40 15 15 40 15 40 15 15 20 15 20 20 15 20 65 42 20 23 23 70 40 15 40 185 15 20 20 20 80 80 102 102 190 189 221 20 20 15 15 15 15 15 119 200.5> 104 1058 85 126 85 76 80 203 88 237 95 268 226 191 57 166 422.5 15 15 15 15 15 20 20 15 20 20 20 25 20 20 20 20 15 300 300 300 179 121 140 100 500 107 85 215 85 108 167 85 348 92 50 85 366 422.5 285.5 80 58 283 322.5 202 93 42 85 85 100 195 265 60 230 163 422.5> 300 \A1;0.07 300 \A1;0.00 300 265 15 15 15 15 20 208 90 173 25 20 204 243 153 85 152 95 148 217 217 70 80 80 65 115 315 315 330 15 15 15 \A1;0.07 600 7200 600 600 600 600 600 600 600 600 600 600 600 600 7200 600 600 600 600 600 600 600 600 600 600 600 275 2700 2727 1121 804 1371 177 60 4040 355 665 80 6140 400 5726 455 2640 1148 1371 177 60 60 4040 355 665 80 6140 670 420 250 400 200 200 150 450 200 120 155 407 2600 250 450 200 350 275 120 275 1000 100 100 100 50 150 80 2250 150 80 95 130 180 120 120 120 120 350 140 210 65 150 150 65 430 180 250 476 150 70 100 500 250 150 2850 3500 120 1100 1585 3170 330 1585 115 230 315 315 355 2700 5795 400 5836 2367 820 1274 1332 60 60 3240 665 5795 670 420 250 400 200 200 150 450 200 120 115 110 225 2496 3250 1274 1332 60 3240 3400 275 665 480 170 6255 400 5841 455 3190 1273 1500 60 60 3241 665 2350 407 6255 400 200 200 150 450 200 120 115 110 225 155 2956 3250 1273 1500 292 60 3240 665 2350 150 3400 275 1585 600 3170 115 1585 772 435 475 395 60 200 7075 452 7730 250 60 200 7075 452 7730 250 500 250 500 250 500 500 62 187 187 63 62 187 187 63 1000 200 150 150 250 120 150 120 120 12 108 120 90 120 90 78 80 68 120 250 150 500 250 500 750 PM2 EXTREMOS 250 150 500 115 295 189 50 150 150 80 400 125 200 50 50 3650 200 3850 350 75 3650 200 3850 75 150 75 500 300 400 200 20 240 590 20 605 799 589 600 7200 7200 600 3170 1585 600 772 \A1;0.00 \A1;0.07 600 600 600 600 600 600 600 600 600 600 600 1585 600 315 1470 3170 600 330 115 1585 295 315 115 100 600 600 600 600 600 600 600 600 435 20 422.5 395 265 300 300 285 205 55 230 1355 1355 230 163 437 230 265 378 378 378 420 825 650 1474 700 1099 700 700 700 700 700 700 700 700 700 700 700 700 700 675 10872 700 477 700 700 700 700 597 3874 650 650 545 700 700 700 700 700 700 906 769 700 525 7645 650 150 150 854 771 700 700 600 3625 650 1500 1500 300 150 150 150 3000 58 219 123 422.5 825 700 700 700 700 700 825 825 5848 700 600 7200 600 7200 1585 3170 600 600 600 600 600 600 600 1585 600 600 600 600 600 437 3170 1470 20 600 600 600 600 600 115 163 600 600 600 600 600 1585 528 528 528 528 528 528 528 528 529 529 528 528 528 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 74 15602 3500 3500 3500 3500 15525 1553 2005 100 50 500 250 150 2850 3500 120 150 100 125 121 150 450 400 50 450 150 2000 2000 2000 5875 5875 450 150 2000 100 100 160 190 20 100 121 208 121 450 150 452 450 15 447 150 410 872 1500 1500 1500 1500 1500 1500 1500 1500 1500 74 14447 3500 3500 3500 14375 1553 1890 450 150 100 100 160 190 20 100 121 208 121 450 150 15 447 150 410 825 700 700 700 700 700 825 825 5848 700 712 700 700 700 700 712 4223 700 475 450 400 50 250 125 150 2000 1000 1000 100 125 121 150 1000 125 1000 475 1500 80 150 529 1585 3170 529 1585 230 230 298 528 528 298 270 155 195 210 830 300 260 300 328 295 207 830 145 495 350 305 565 120 120 130 180 270 111 238 211 830 1162.5 1585 3170 1585 422.5 305 270 380 210 830 799 830 210 380 270 799 1585 3170 1585 1162.5 305 422.5 799 1585 3170 1585 1162.5 305 422.5 270 155 195 210 830 300 799 1585 3170 1585 799 1585 3170 1585 422.5 1162.5 1585 3170 1585 799 422.5 1162.5 400 270 155 195 210 830 569 400 353 830 210 195 155 270 600 544 200 200 120 120 100 100 1200 1200 1200 1200 1200 7200 1200 779 400 100 600 350 150 75 205 73 145 178 389 384 110 80 80 804 70 85 830 210 195 155 270 300 300 270 155 195 210 830 830 210 195 155 270 300 300 305 300 270 155 195 210 830 300 305 225 1300 275 82 102 1449 8900 2663 9800 3925 3425 11136 4150 7525 7350 11136 15600 3425 30550 800 800 2250 800 3650 3304 1550 800 2646 3304 4996 8300 5450 2850 8300 1399 1500 1500 1500 1500 1500 1450 1500 1113 1500 1500 1500 1500 1500 1500 1725 1500 1500 1500 1925 713 1113 1500 775 1500 1500 1500 1500 1575 875 30161 5900 2130 720 2130 3770 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1150 32700 31700 5900 2130 3770 1400 4500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1725 1525 1525 1725 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 25775 3000 37775 66550 66000 2870 2130 5000 1500 1500 1500 1350 5900 6000 3770 2130 5900 1400 4500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1775 1525 1525 1775 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 16250 3000 31825 66650 66000 8300 2130 6170 1660 1600 1660 4970 4370 1320 800 3780 13000 2575 5900 2130 3770 1200 1250 1150 80 100 300 1150 800 1520 2130 1450 800 3650 5900 400 25 140 650 400 1500 700 349 2550 100 1000 1000 652 2901 290 200 300 200 190 150 290 400 100 400 150 150 150 150 100 200 50 450 1990 650 4636 200 650 150 250 120 150 200 150 250 200 650 200 250 150 200 6120 2130 8250 700 150 600 150 900 2600 1273 1277 550 900 250 2600 1277 1273 930 1280 250 150 980 150 1280 82 160 80 160 160 160 80 160 80 160 80 160 80 160 1415 175 160 80 160 120 40 120 40 120 40 120 160 1846 2700 2727 290 595 400 1415 300 290 2727 2700 595 400 615 300 400 400 290 2727 2700 595 800 1015 300 150 150 150 150 100 200 100 200 350 PLANTA DE FUNDACIONES DETALLE DE FUNDACIONES LAMINA E1 DIBUJO ESCALA CALCULO PROYECTO FECHA ARCHIVO CAD INDICADAS ENE 2005 E.V.M. H.B.G. 13 12 11 10 9 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 12 5 5 11 10 9 5 5 5 8 7 6 5 5 4 5 5 3 2 1 C B A 5 5 5 5 5 5 A B C F1 P1 5 5 5 5 ESCALA 1:20 FUNDACION F1 5 5 5 1 5 5 1 5 5 P1 5 950 5 ESC. 1:20 CORTE 1-1 Ø10 @15cm L=125cm 5 5 5 5 5 155 900 5 3d12 1450 est Ø8 @20cm L=230cm Ø10 @15cm L=175cm 5 5 150 150 1+1 PERNOS ANCLAJE d1" 50 370 730 5 5 150 150 Fed10mm 5 5 5 3d12 5 2 PERNOS ANCLAJE d1" P1 F2 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F1 P1 F3 P1 F1 A' 5 P1 F2 P1 F4 P2 F2 P1 P1 F1 P1 P1 F1 F1 P1 F1 P1 P1 F1 P1 F1 F1 P1 F1 P1 F1 P1 F1 F1 P1 F2 P1 F4 P2 F4 P2 F4 P2 F4 P2 F4 P2 P2a F4 P3 F5 F5 P3 F5 P3 F5 P3 F5 P3 F5 P3 F5 P3 F5 P3 F5 P3 P3 F6 P3 F6 P3 F6 P3 F6 F7 P4 P5 F8 150 150 150 150 150 TENSOR ALBAÑILERIA Fed10@60cm ALBAÑILERIA EN SOGA GRAUBLOCK GTS-15 O SIMILAR \A1;GROUTING 5cm \A1;EMPLANTILLADO 10cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 5 5 FUNDACION F2 5 5 5 5 ESCALA 1:20 5 5 5 5 5 1 5 1 5 VF1 VF1 VF1 VF1 P1 P1 2 A A' VF1 VF1 VF1 VF1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FUNDACION F3 ESCALA 1:20 3 3 150 150 150 150 1+1 PERNOS ANCLAJE d1" \A1;GROUTING 5cm A' 150 150 150 ALBAÑILERIA EN SOGA GRAUBLOCK GTS-15 O SIMILAR TENSOR ALBAÑILERIA Fed10@60cm 1a 1a CORTE 1a-1a ESC. 1:20 A 5 5 \A1;EMPLANTILLADO 10cm 5 5 5 5 5 5 5 5 5 5 5 ESC. 1:20 CORTE 3-3 \A1;ENF. FUNDACION Fed10@15cm AMBOS SENTIDOS \A1;ENF. FUNDACION Fed10@15cm AMBOS SENTIDOS Ø10 @15cm L=290cm Ø10 @15cm L=125cm 950 150 150 2600 150 150 3b 3b 3a 3a 900 5 5 5 5 5 Fed10mm 2 PERNOS ANCLAJE d1" 155 3d12 3d12 ESC. 1:20 CORTE 3a-3a est Ø8 @20cm L=198cm 50 470 470 5 5 2d12 3d12 3d12 ESC. 1:20 est Ø8 @20cm L=250cm 50 470 730 5 5 CORTE 3b-3b 2d12 P2 5 5 5 5 5 5 5 5 FUNDACION F4 ESCALA 1:20 4 4 150 150 150 150 5 5 5 \A1;EMPLANTILLADO 10cm 4a 4a 5 5 5 5 5 \A1;ENF. FUNDACION Fed10@15cm AMBOS SENTIDOS CORTE 4-4 ESC. 1:20 3+2+3 PERNOS ANCLAJE d1" 100 5 800 150 \A1;GROUTING 5cm Ø10 @15cm L=165cm 150 1350 150 5 3d12 CORTE 4a-4a ESC. 1:20 est Ø8 @20cm L=238cm 570 50 570 3d12 5 P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FUNDACION F5 ESCALA 1:20 5 5 350 1+1 HORQUILLAS d10mm EMPLANTILLADO 5cm VF2 VF2 VF2 5a 5a 5 5 5 5 5 5 5 5 5 CORTE 5-5 ESCALA 1:20 5 est Ø8 @15cm CORTE 5a-5a ESC. 1:20 50 370 370 3d12 5 3d12 2d12 L=158cm 2d12 350 P3 5 5 5 5 5 5 5 5 5 5 5 VF1 VF1 6a 6a 5 \A1;EMPLANTILLADO 10cm 5 5 5 5 5 5 1+1 HORQUILLAS d10mm 1+1Fed10mm L=105cm 40 5 \A1;PL 160x160x5 40 5 1+1Fed10mm L=105cm \A1;PL 160x160x5 150 150 \A1;ENF. FUNDACION Fed10@15cm AMBOS SENTIDOS 150 Ø10 @15cm L=85cm 550 150 6a 6a CORTE 6a-6a 270 ESC. 1:20 est Ø8 @20cm 270 50 5 2d12 5 2d12 L=118cm ESC. 1:20 CORTE 6-6 FUNDACION F6 ESC. 1:20 P4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1:20 FUNDACION F7 7 7 \A1;EMPLANTILLADO 10cm 150 150 5 5 5 5 5 5 5 5 5 5 <> CORTE 7-7 ESC. 1:20 1+1+1 HORQUILLAS d10mm 1+1+1 Fed10mm L=105cm PL 400x200x5 40 5 \A1;ENF. FUNDACION Fed10@15cm AMBOS SENTIDOS 150 150 950 Ø10 @15cm L=125cm Ø10 @15cm L=100cm 150 700 150 7a 7a CORTE 7a-7a 470 ESC. 1:20 est Ø8 @20cm L=158cm 270 50 5 3d12 5 3d12 P5 5 5 5 5 5 5 5 5 6 6 FUNDACION F8 ESC. 1:20 ESC. 1:100 PLANTA DE FUNDACIONES F6 P3 P3 F6 F6 P3 8 8 15 5 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 8 8 8 9 9 15 8 5 15 8 5 15 8 8 5 15 8 8 5 15 8 8 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 8 8 5 15 20 12 12 8 8 8 8 8 8 5 15 8 8 8 8 8 8 8 8 9 9 8 8 15 5 8 5 15 8 9 9 15 9 9 15 12 12 20 9 9 15 12 12 20 12 12 20 11 15 11 5 5 5 5 5 5 5 5 11 15 11 5 5 9 15 9 20 9 9 20 9 9 9 9 9 9 20 9 9 9 9 5 5 5 5 5 5 5 9 9 20 20 9 9 15 9 9 9 9 15 15 9 9 15 9 9 9 9 9 9 15 5 200.5> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 422.5 15 9 9 15 9 9 15 9 9 9 9 15 9 9 15 9 9 20 9 9 20 9 9 9 15 9 9 20 9 9 20 9 9 20 9 9 5 9 9 20 9 9 20 9 9 20 9 9 20 9 9 15 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 422.5 285.5 5 5 5 322.5 5 5 5 5 5 5 5 5 5 5 5 422.5> 5 5 5 5 5 5 15 9 9 15 9 9 15 9 9 15 9 9 20 10 10 5 5 5 10 5 10 20 10 10 10 10 9 9 9 9 10 10 9 9 10 10 10 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 15 15 9 9 9 15 9 F8 P5 P3 F6 5 F6 P3 P3 F6 P3 F6 P1 F1 5 5 5 5 13 12 5 5 11 10 5 8 5 9 7 5 5 5 6 5 5 4 5 3 2 1 5 5 5 13 5 12 11 5 5 5 10 5 9 8 5 7 6 5 5 5 4 5 5 3 2 1 5 +0.20 +5.655 +6.40 <> <> <> 5 5 5 5 <> 5 665 80 <> 5 5 5 <> 1148 5 5 5 5 <> <> 665 80 <> 5 5 5 5 5 5 5 FORMAC MM400x150x3 FORMAC MM400x150x3 5 5 5 DETALLE DE PIEZAS 1 2 3 1 2 4 4 4 5 6 7 8 9 10 11 11 13 10 10 10 5 5 14 15 16 17 18 19 20 4 3 2 1 10 11 13 10 10 20 21 17 18 15 14 +3.05 NPT2º <> <> 12 Nº PIEZA PM1 CANT 1 PL450x200x8 5 5 TODOS DETALLE 27 TODOS PL 350x120x8 2 27 5 5 5 +2 PERF. d30mm TODOS 1+1 PERNOS ANCLAJE d1" 3 27 5 1000 FIJACION TENSOR 4 16 SEGUN PL 100x100x5mm ELEV. PM1 4 50 5 5 50 \A1;PERF.15mm 24 ---- JUNTA PILAR-ALBAÑILERIA 5 POLIEST. EXPAND. 25mm O SIMILAR ---- MURO ALBAÑILERIA SOGA 6 GRAUBLOCK GTS-15 ENF. ALBAÑILERIA Fe d10@60cm L=300cm 7 ---- SOP. REVEST. LATERAL 9 CA 150x50x15x2 ELEV. SEGUN CAD 15/23 PM1 3 50-50 108 TODOS SOPORTE COSTANERA 10 C 100x50x2 (L=100mm) PM1 3 5 5 54 TODOS REFUERZO PM1 11 PL 300x120x6 20 PM1a SOP. VIGAS ENTRAMADO 12 1+1 L 70x70x3 (L=150) + 2 PERF d15mm PM1 5 3 5 12 <> PM1 \A1;HOLGURA 10mm 36 PM1a SOPORTE VM4 13 1+1 PL 5mm (HOLGURA 10mm ENTRE PLACAS) PM1 5 5 5 \A1;1+1 PERF 15mm 5 14 SOPORTE VP1 TODOS 52 PL 130x180x8mm PM1 5 5 8 SOPORTE VP1 TODOS 104 15 PL 120x120x5mm 5 5 50 50 PM1 5 18 SEGUN FIJACION TENSOR 16 PL 120x120x5mm + PERF d15mm ELEV 50 5 5 5 PM1 50 Nº PIEZA CANT PM1 DETALLE REFUERZO HOMBRO 17 52 PM1a L 50x50x3 (L=350mm) 5 140 210 \A1;REBAJE ALA 3 50-100 52 FIJACION VM1 18 L 50x50x3 (L=430mm) + 3 PERF d15mm 5 5 5 5 5 PM1 50-100 3 19 REFUERZO HOMBRO 52 L 50x50x3 (L=350mm) 180 250 5 \A1;REBAJE ALA 50-100 3 104 TODOS SOPORTE VP1 20 PM1c PM1b PL 70x100x3 5 5 5 PM1 3 REFUERZO HOMBRO 21 TODOS 26 PL 6mm 500 5 5 2850 3500 5 PM1 5 50-100 PILAR PM1a-b-c ESC. 1:20 5 5 5 5 A 5 5 B 5 C FORMAC MM450x150x3 FORMAC MM450x150x3 A' 5 5 5 <> 5795 <> <> 5795 <> <> <> 5 5 5 5 5 4 +0.20 5 5 5 ESC. 1:20 5 5 5 5 2 1 4 5 5 5 5 1 3 2 4 4 5 1 2 3 5 <> 5 5 3250 +2.90 <> 10 11 10 820 FORMAC MM400x150x3 6 7 8 12 5 11 FORMAC MM400x150x3 10 11 10 <> +3.50 14 15 +6.055 665 14 15 PILAR PM1d PM1b PM1c PM1e PM1e PM1c PM1b PM1a PM1a PM1b PM1c PM1e 22 665 RECEPCION VM1 22 PM1d 1 480 5 PL 170x480x5 PM1 5 50-100 <> <> <> <> <> <> 5 5 ESC. 1:20 5 5 5 5 5 5 5 5 1 2 5 +0.20 2 3 1 5 3 2 1 5 5 5 5 <> 5 5 FORMAC MM400x150x3 11 10 11 10 11 10 10 3190 FORMAC MM400x150x3 5 5 <> 2350 5 5 2350 5 665 +3.50 +6.425 15 14 15 14 19 18 21 5 20 17 10 5 10 10 20 17 18 PILAR PM1e 12 5 5 5 5 5 A' A 5 5 5 B FORMAC MM450x150x3 5 C FORMAC MM450x150x3 PROYECTO E3 PLANTA DE ESTURCTURAS 1º NIVEL ARCHIVO CAD FECHA ESCALA DIBUJO DETALLE DE VIGAS INDICADAS H.B.G. CALCULO LAMINA E.V.M. +0.20 +7.99 23 23 24 250x250x4 250x250x4 25 26 27 27 25 25 28 29 25 30 31 32 5 5 <> 5 7730 5 5 7730 <> 5 5 23 23 24 5 28 27 26 25 25 28 29 26 25 30 31 32 B B 5 5 5 5 23 PIEZA Nº PM2 DETALLE CANT PL 500x500x10 23 TODOS 14 5 5 5 5 5 5 5 5 5 5 PERNOS ANCLAJE d1" 24 TODOS 63 1000 200 150 SOPORTE VP2-VM1 TODOS 25 28 PM2 PM2 150 5 PL 150x250x6mm 5 26 SOPORTE VP2 PL 150x120x5mm TODOS 39 PM2 5 150 5 PL 120x5mm SOPORTE VM1 27 TODOS 42 5 120 5 5 PM2 5 28 SOPORTE VP2 PL 120x90x5mm TODOS 48 PM2 120 90 5 TODOS PL 120x5mm SOPORTE VM1 29 28 120 5 5 5 PM2 TODOS PL 120x5mm SOPORTE VM1 30 28 5 5 120 PM2 5 7 TODOS TAPA PM2-VP2 30 5 5 5 5 5 PM2 PL 5mm <> PM2 EXTREMOS 14 TODOS PL 5mm TAPA PM2-VM1 31 PM2 5 5 5 PILAR PM2 ESC. 1:20 P4 F7 F7 P4 P1 FORMAC MM400x150x3 P1d FORMAC MM400x150x3 P1b FORMAC MM400x150x3 5 5 P4 FORMAC MM350x150x3 P4 FORMAC MM350x150x3 P4 FORMAC MM350x150x3 DETALLE 10 - LOSA COLABORANTE 5 ESC. 1:10 CANAL C150x50x3 TODO EL PERIMETRO 5 PERNO CONECTOR DE CORTE EN CADA VALLE PLACA COLABORANTE PV-6 HORMIGON TIPO H-25 +3.15 (+3.95) MALLA REPART. ACMA C-192 5 TABIQUE METALCON SEGUN EE.TT. SEGUN EE.TT. TABIQUE METALCON TABIQUE METALCON SEGUN EE.TT. P3 150x150x3 P3 150x150x3 P3 150x150x3 P3 150x150x3 P3 150x150x3 P3 150x150x3 TABIQUE METALCON SEGUN EE.TT. SEGUN EE.TT. TABIQUE METALCON SEGUN EE.TT. TABIQUE METALCON SEGUN EE.TT. TABIQUE METALCON SEGUN EE.TT. TABIQUE METALCON SEGUN EE.TT. TABIQUE METALCON 2 200x150x3 2 200x150x3 2 200x150x3 5 PL 400x200x5 1+1+1 Fed10mm L=105cm 5 50-100 50-100 5 50-100 5 FORMAC MM350x150x3 FORMAC MM350x150x3 75x75x2 75x75x2 75x75x2 12 12 12 TODOS TAPA SUP. JAMBAS PL 75x75x3 35 6 TODOS TODOS PL 200x400x5 32 PIEZA 12 Nº PM4 3 DETALLE CANT 1+1 L 70x70x3 (L=150) SOP. VIGAS ENTRAMADO + 2 PERF d15mm 12 3 PM1 5 5 PM4 \A1;HOLGURA 10mm 33 32 33 32 34 34 33 32 33 5 5 5 5 5 35 35 36 35 36 ±0.00 <> 5 <> 5 5 5 <> <> 5 5 5 5 5 PILAR PM4 ESC. 1:20 5 5 PM4 TAPA INF. JAMBAS 33 TODOS 6 PL 125x50x5 HORQ. d10mm ANCLAJE PILARES 34 TODOS 9 TAPA SUP. PILAR PL 370x170x3 36 TODOS 3 LOSA COLABORANTE 15cm SEG. DET.10 +3.05 +0.00 +3.95 +3.80 +2 75x75x2 +2 75x75x2 +2 75x75x2 5 5 5 5 605 5 5 ELEVACION EJE 2 ESC. 1:100 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAS 1º NIVEL CAD 29/15 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. ESC. 1:100 150x100x3 5 5 13 A P1c VM4 12 CAD 29/15 P1c VM4 P3 CAD 29/15 5 5 CAD 29/15 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. 11 VM4 P1c 10 P1c VM4 CAD 29/15 5 8 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. 5 9 CAD 29/15 P1c VM4 VM4 7 P1c CAD 29/15 P1c VM4 CAD 29/15 5 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. 2 200x150x3 2 200x150x3 5 5 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. B P2 CAD 29/15 150x100x3 5 P3 C P1c VM4 422.5 2 200x150x3 P3 CAD 29/15 P1a VM4 5 13 12 P2 P2 P2 5 CAD 29/15 LOSA COLAB. PV-6 VEASE DETALLE 10 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 2 200x150x3 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. 2 200x150x3 2 200x150x3 P3 VM4 VEASE DETALLE 10 LOSA COLAB. PV-6 P1a 2 200x150x3 P3 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 2 200x150x3 P1a VM4 CAD 29/15 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 5 11 10 2 200x150x3 2 200x150x3 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 2 200x150x3 P3 CAD 29/15 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 P1a VM4 VM4 P1a 150x100x3 P1c VM4 5 8 5 9 7 2 200x150x3 5 5 5 2 200x150x3 2 200x150x3 5 5 5 5 5 CAD 29/15 6 150x100x3 P1c VM4 5 P1 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. CAD 29/15 5 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. 4 P1 CAD 29/15 5 3 2 CAD 29/15 P1 P1 P1d 5 1 A 5 P4 VM3 P1e P4 VM2 A' 5 5 5 5 2 200x150x3 P2 2 200x150x3 2 200x150x3 P3 P2 P3 P3 P3 P3 2 200x150x3 5 P3 2 200x150x3 5 CAD 29/15 5 2 200x150x3 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 CAD 29/15 2 200x150x3 ALB. BLOQUE+d10@60cm Esc ACMA C/4 HILAD. VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 2 200x150x3 P3 CAD 29/15 P1b 2 200x150x3 P3 P1b 5 6 5 2 200x150x3 P3 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 P1b CAD 29/15 2 200x150x3 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 2 200x150x3 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 P3 P3 CAD 29/15 2 200x150x3 VEASE DETALLE 10 LOSA COLAB. PV-6 P1b P1b 5 4 5 3 2 VEASE DETALLE 10 2 200x150x3 5 5 5 5 5 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 P4 P3 5 LOSA COLAB. PV-6 VEASE DETALLE 10 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 2 200x150x3 P2a VM5 5 B 2 200x150x3 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 5 VM6 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 VOLAD. PV-6 5 5 5 5 LOSA COLAB. PV-6 LOSA COLAB. PV-6 VEASE DETALLE 10 2 200x150x3 2 200x150x3 5 P5 P3 P5 P1 P1 C 1 CALCULO DIBUJO ESCALA FECHA ARCHIVO CAD PROYECTO E4 LAMINA DETALLE VIGA VM1a PLANTA DE TECHUMBRE INDICADAS E.V.M. H.B.G. 5 P3 150x150x3 VM2 P3 150x150x3 5 P3 150x150x3 F6 P3 5 5 P3 VM7 VM5 VM6 VM7 +4.20 5 +3.05 SEG. DET.10 LOSA COLABORANTE 15cm C 150x50x2 C 150x50x2 C 150x50x2 150x50x3 150x50x3 150x50x3 150x50x3 5 5 5 5 DIAGONALES Y MONTANTES 2 40x40x3 +PL 3mm A L/2 5 5 5 150x75x3 5 DIAGONALES Y MONTANTES 2 50x50x3 +PL 3mm A L/2 5 5 5 5 5 5 5 5 150x75x3 150x75x3 5 5 5 5 5 150x75x3 VIGA VM2 ESC. 1:25 +4.20 2 200x150x3 5 5 DIAGONALES Y MONTANTES 2 50x50x3 +PL 3mm A L/2 5 150x75x3 5 5 5 5 150x75x3 150x75x3 5 150x75x3 VIGA VM5 ESC. 1:25 +2.65 2 150x75x3 5 5 DIAGONALES Y MONTANTES 2 50x50x3 +PL 3mm A L/2 150x75x3 5 5 5 2 150x75x3 5 5 5 150x75x3 150x75x3 5 2 150x75x3 5 5 5 5 150x75x3 ESC. 1:25 VIGA VM6 +2.65 150x75x3 150x75x3 5 150x75x3 150x75x3 150x75x3 150x75x3 5 5 CORTE 12-12 ESC. 1:10 150x75x3 150x75x3 150x75x3 150x75x3 2 150x75x3 DIAGONALES Y MONTANTES 2 50x50x3 +PL 3mm A L/2 5 5 5 5 5 5 5 VIGA VM7 ESC. 1:25 +2.65 5 5 5 5 5 5 5 IN 300x150x5x3 MOD PL 5mm SOLDADA A IN 50-100 5 2 PERF d15mm 5 5 5 \A1;SOP. COSTANERA L 50x50x2 (L=700mm) AMBOS LADOS VIGA VM4 ESC. 1:25 422.5 5 5 150x75x3 5 DIAGONALES Y MONTANTES 2 50x50x3 +PL 3mm A L/2 5 5 5 150x75x3 150x75x3 5 5 5 5 150x75x3 VIGA VM3 ESC. 1:25 +4.20 5 5 5 5 5 5 12 5 13 A P1c 5 5 5 5 11 10 5 9 8 P1c P1c P1c P1c P1c 5 6 5 5 7 5 5 4 3 P1c P1c P1 P1 P1 5 5 2 1 P1 150x150x3 P1d A' 5 A P1e 5 5 12 5 5 B P2 C 13 5 P2 P2 5 5 P1a P1a 5 11 P1a 10 5 P1a 9 P1a 8 P2 P2 P2 5 6 5 P1c 5 7 P1b P1b 5 5 P1b 4 P1b 3 5 P2 B 5 5 5 P1b P1 2 P1 C 1 PLANTA TECHUMBRE ESC. 1:100 5 5 5 5 5 5 P3 P3 P3 P3 F6 P3 P3 F6 F6 P3 P3 F6 5 5 5 5 5 5 VM4 VM4 VM4 VM4 VM4 VM4 VM4 PROYECTO FECHA ESCALA DIBUJO CALCULO E2 LAMINA DETALLE DE PILARES DETALLE DE VIGAS INDICADAS H.B.G. E.V.M. ARCHIVO CAD VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1a VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 VM1 FORMAC MM450x150x3 VP2 VP2 VP2 VP2 VP2 VP2 32 SOPORTE COST. DOBLE 104 TODOS Nº PIEZA VM1 CANT DETALLE 10 10 10 10 10 10 32 10 10 10 32 33 33 21 34 34 34 35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C 100x50x2 (L=100mm) SOPORTE COSTANERA 10 TODOS 3 5 VM1 117 5 PL 6mm REFUERZO HOMBRO 21 TODOS 2850 3500 5 5 50-100 5 PM1 500 26 5 5 5 ESCUADRA 100x100x2 5 SOP.ESCUADRA 2+2 L100x100x2 5 SOPORTE COST DOBLE 2 100x50x2 L=100mm 5 5 5 5 33 TODOS 208 2 C 100x50x2 (L=100) 2+2 L 100x100x2 SOPORTE ESCUADRA TODOS REFUERZO HOMBRO PL 3500x120x6 34 78 VIGA VM1 ESC. 1:20 5 5 10 10 10 10 10 10 10 10 10 34 21 33 33 33 33 32 32 FORMAC MM450x150x3 35 35 35 35 35 35 36 36 36 36 37 38 39 37 36 36 36 36 37 39 39 5 5 5 5 5 5 5 5 VIGA VP2 ESC. 1:20 APOYO VM1 PL 5mm 39 TODOS PL 100x100x6mm APOYO VM1 1+1 PL 5mm 38 TODOS PIEZA PL 120x2000x5mm REFUERZO VIGA APOYO VM1 35 36 Nº TODOS TODOS VP1 24 12 DETALLE 24 24 CANT 5 5 VP1 5 PL160x190x6 APOYO VM1 37 TODOS 12 5 5 VP1 5 40 40 CORTE 13-13 ESC. 1:20 VP1 38 VP1 5 5 5 5 5 5 5 5 39 39 40 40 5 5 5 5 \A1;REB 5mm 5 5 VP1 5 L 50x50x3 (L=150mm) REPUERZO APOYO 40 TODOS 24 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 TENSOR d10mm TENSOR d10mm COST Z150x50x15x2 TENSOR d10mm TENSOR d10mm COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 TENSOR d10mm TENSOR d10mm \A1;COLGADOR d10mm TODOS LOS TRAMOS \A1;COLGADOR d10mm TODOS LOS TRAMOS \A1;COLGADOR d10mm TODOS LOS TRAMOS 5 ESC. 1:20 VIGA VM1a 5 5 5 5 35 21 5 21 5 5 10 34 5 10 10 10 33 5 10 32 33 33 5 32 10 5 5 FORMAC MM450x150x3 10 5 10 10 10 33 5 33 32 10 32 33 10 5 5 5 34 34 10 34 10 5 10 5 REPUERZO APOYO L 50x50x3 (L=150mm) APOYO VM1 PL160x190x6 APOYO VM1 REFUERZO VIGA PL 120x2000x5mm 1+1 PL 5mm APOYO VM1 PL 100x100x6mm PL 5mm APOYO VM1 Nº 40 39 37 36 35 38 CANT DETALLE VP1 PIEZA 5 5 24 24 TODOS TODOS 5 VP1 5 5 5 5 12 24 24 12 TODOS TODOS TODOS TODOS \A1;REB 5mm 5 5 5 5 5 5 VP1 5 VP1 5 5 5 VP1 5 5 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 P1a VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP4 VP3 5 5 5 5 5 150x50x3 5 DIAGONALES Y MONTANTES 2 40x40x3 +PL 3mm A L/2 5 150x50x3 150x50x3 5 5 150x50x3 5 ESC. 1:25 VIGA VP1 5 5 5 5 150x50x3 DIAGONALES Y MONTANTES 2 40x40x3 +PL 3mm A L/2 5 150x50x3 150x50x3 5 5 150x50x3 5 VIGA VP3 ESC. 1:25 +6.35 +6.35 VIGA VP4 ESC. 1:25 +6.35 TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm TENSOR d10mm COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 DOBLE COST 2Z150x50x15x2 DOBLE COST 2Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 DOBLE COST 2Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 COST Z150x50x15x2 \A1;COLGADOR d10mm TODOS LOS TRAMOS \A1;COLGADOR d10mm TODOS LOS TRAMOS 5 5 5 100x100x2 ESCALA 1:20 CORTE 14-14 14a ESCUADRA 100x100x2 ESCALA 1:20 CORTE 14a 5 5 5 SOP.ESCUADRA 2+2 L100x100x2 5 5 5 14a SOPORTE COST DOBLE 2 100x50x2 L=100mm 5 5 5 5 5 100x100x2 5 5 ESCALA 1:20 CORTE 15-15 100x100x2 14a 14a 5 5 5 ESCALA 1:20 CORTE 16-16 COLG d10mm \A1;EXTREMO COLGADOR HILO+PERNO 5 150 COST Z150x50x15x2 COST Z150x50x15x2 E5 LAMINA PROYECTO ARCHIVO CAD DIBUJO ESCALA FECHA H.B.G. INDICADAS CALCULO ELEVACIONES EJES 1 a 12 E.V.M. 5 5 5 5 A 5 5 B 5 C FORMAC MM450x150x3 FORMAC MM450x150x3 5 P3 150x150x3 P3 150x150x3 P3 150x150x3 5 P3 150x150x3 P3 150x150x3 P3 150x150x3 5 5 P2 250x250x4 150x50x3 150x50x3 COLG d10mm COLG d10mm CA 200x50x15x2 BAY-1 BAY-1 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 VM4 VM4 ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS +0.20 +2.90 +4.45 +6.40 +8.50 5 5 195 210 5 5 5 ±0.00 5 ESC. 1:100 ELEVACION EJE 13 5 207 295 5 +8.50 +6.43 +3.48 +0.20 ELEVACION EJE 1 ESC. 1:100 150x50x3 145 +4.95 495 BAY-2 BAY-2 5 5 5 14 15 150x75x3 150x75x3 5 50-100 ESC. 1:20 DET. 17 15 2 PL 120x120x5mm SOPORTE VM 50 50 5 5 5 PM PL 130x180x8mm SOPORTE VM 14 5 5 5 PM 5 5 5 5 5 +8.50 +6.40 +3.95 +2.90 +0.20 BAY-7 CA 200x50x15x2 FORMAC MM450x150x3 422.5 C FORMAC MM450x150x3 B A 5 5 5 1162.5 ESC. 1:100 ELEVACION EJE 3-5 P3 150x150x3 \A1;150x50x2 PERIMETRAL +3.05 LOSA COLAB. 15cm SEG. DET.10 5 SEGUN EE.TT. TABIQUE METALCON BAYONETA BAY-5 BAYONETA BAY-4 5 210 380 5 +8.50 +6.40 +2.90 +0.20 P1d FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P2 250x250x4 5 ±0.00 ±0.00 5 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 +0.20 +2.90 +6.40 +8.50 5 380 210 5 BAYONETA BAY-4 BAYONETA BAY-5 TABIQUE METALCON SEGUN EE.TT. 5 SEG. DET.10 LOSA COLAB. 15cm +3.05 \A1;150x50x2 PERIMETRAL P3 150x150x3 ELEVACION EJE 4 ESC. 1:100 1162.5 5 5 5 A B FORMAC MM450x150x3 C 422.5 FORMAC MM450x150x3 VP2 ±0.00 5 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 BAYONETA BAY-4 BAYONETA BAY-5 TABIQUE METALCON SEGUN EE.TT. 5 SEG. DET.10 LOSA COLAB. 15cm +3.05 \A1;150x50x2 PERIMETRAL P3 150x150x3 ELEVACION EJE 6 ESC. 1:100 1162.5 5 5 5 A B FORMAC MM450x150x3 C 422.5 FORMAC MM450x150x3 5 210 195 5 5 +8.50 +6.40 +4.45 +2.90 +0.20 VM4 5 VP2 ±0.00 5 P2 250x250x4 ELEVACION EJE 7 ESC. 1:100 5 5 5 A B FORMAC MM450x150x3 C FORMAC MM450x150x3 FORMAC MM450x150x3 C FORMAC MM450x150x3 B A 5 5 5 ESC. 1:100 ELEVACION EJE 9-11 P2 250x250x4 5 ±0.00 SEGUN EE.TT. TABIQUE METALCON P3 150x150x3 \A1;150x50x2 PERIMETRAL +3.05 LOSA COLAB. 15cm SEG. DET.10 422.5 1162.5 TABIQUE METALCON SEGUN EE.TT. TABIQUE METALCON SEGUN EE.TT. SEGUN EE.TT. TABIQUE METALCON TABIQUE METALCON SEGUN EE.TT. 1162.5 422.5 ±0.00 5 ELEVACION EJE 8-10-12 ESC. 1:100 5 5 5 A B FORMAC MM450x150x3 C FORMAC MM450x150x3 VP2 E.V.M. ELEVACIONES EJES A-B-C CALCULO INDICADAS H.B.G. FECHA ESCALA DIBUJO ARCHIVO CAD PROYECTO DETALLE DE DIAGONAL LAMINA E6 ELEVACION EJE C ESC. 1:100 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM 150x50x3 5 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP3 VP4 CA200x50x15x2 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 BAY-4 5 210 195 5 5 +8.50 +6.40 +4.45 +2.90 +0.20 5 ALBAÑILERIA BLOQUE CEM ENF VERT d10 @60 ESCAL. ACMA C/4 HILADAS ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM ESCAL. ACMA C/4 HILADAS ENF VERT d10 @60 ALBAÑILERIA BLOQUE CEM 150x50x3 5 5 VM3 150x150x3 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 VP1 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 TENSOR 50x50x3 +0.20 +2.90 +4.45 +6.40 +8.50 5 5 195 210 5 BAY-5 BAY-6 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 COLGd10 ESC. 1:100 ELEVACION EJE A +4.20 TENSOR 50x50x3 TENSOR 50x50x3 VP1 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 5 5 200 200 DETALLE 18 ESCALA 1:10 PL 200x200x6 50x50x3 50x50x3 50x50x3 50x50x3 \A1;REBAJE 70x6mm EN MEDIO DE TENSOR 3 ESCALA 1:10 DETALLE 19 PM1 50x50x3 \A1;PL 40x40x5 16 + PERF d15mm PL 120x120x5mm 16 FIJACION TENSOR 50 PM1 5 5 5 50 \A1;PL 60x60x3 PM1 PL 100x100x5mm 4 FIJACION TENSOR \A1;PERF.15mm 50 5 5 50 4 PM1 \A1;PL 40x40x5 \A1;PL 60x60x3 4 ESCALA 1:10 DETALLE 20 DETALLE DIAGONAL ESC. 1:50 ENE 2005 ENE 2005 ENE 2005 ENE 2005 ENE 2005 DETALLE DE COSTANERA ELEVACION EJE 13 P2 250x250x4 11 13 P2 250x250x4 9 P2 250x250x4 P2 250x250x4 7 5 P2 250x250x4 P2 250x250x4 3 1 P2 250x250x4 VP2 FORMAC MM450x150x3 VP2 FORMAC MM450x150x3 VP2 FORMAC MM450x150x3 VP2 FORMAC MM450x150x3 VP2 FORMAC MM450x150x3 VP2 FORMAC MM450x150x3 5 5 5 5 5 5 5 5 +7.99 +0.20 ELEVACION EJE B ESC. 1:100 ESPECIFICACIONES.: BOLON DESPLAZADOR, TAMAÑO MAX. 20 cm. 11.- ACERO ESTRUCTURAL A37-24ES. OTRA COSA EN LOS PLANOS. CULO SON: 5.- EMPLANTILLADO DE SUELO CEMENTO DE 125 Kg/cem/m3. MIN. A LOS 28 DIAS TIPO R28 250 Kg/cm2 3.- HORMIGON ARMADO (INCLUYE SOBRECIMIENTO), CON UNA RESISTENCIA 6.- LAS FATIGAS DE CONTACTO CON EL TERRENO USADAS EN EL CAL- HORMIGON TIPO R28 180 Kg/cm2 ,SE PODRA USAR UN 20 % DE 4.- HORMIGON DE FUNDACIONES RESISTENCIA MIN. A LOS 28 DIAS OBRA, DEBERAN CUMPLIR LAS NORMAS I.N.N. VIGENTES A LA FECHA. 1.- TODOS LOS MATERIALES, ENSAYOS, MUESTREOS Y EJECUCION DE LA 2.- ACERO A44-28H CON RESALTES, SALVO d6,SUP.A d16 USAR A63-42H TO DEBERA CONSULTARSE AL INGENIERO CALCULISTA. 12.- CUALQUIER DUDA O ACLARACION EN LA INTERPRETACION DEL PROYEC- 8.- EL RADIER DEBERA POSEER MALLA ACMA C-96 POR AMBAS CARAS VIDO, Y DEBERAN PENETRAR 20 CM EN TERRENO FIRME. 7.- LAS FUNDACIONES SE APOYARAN SOBRE TERRENO NATURAL NO REMO- 10.- LOS DOBLECES DE CADENAS SERAN EN HORIZONTAL. 9.- EMPALMES Y TRASLAPOS SERAN 50d MIN, CUANDO NO SE INDIQUE Y SU HORMIGON SE HARA CON UNA DOSIS MIN. DE 212,5 Kg/cem/m3. SISMICA : ( 2.7 ) Kg/cm2. ESTATICA : ( 2.5 ) Kg/cm2. +0.20 +0.20 ±0.00 ±0.00 +0.35 +0.20 5 5 5 5 5 \A1;TERRENO COMPACTADO 30cm CAMA RIPIO 10cm RADIER 10cm ±0.00 +0.20 NPT ENF.SOBRECIM. 3+3d12 Est %%8@15 ESC. 1:20 CORTE 8-8 2d12 2d12 2d12 VEASE DETALLE 10 LOSA COLAB. PV-6 VEASE DETALLE 10 LOSA COLAB. PV-6 VEASE DETALLE 10 LOSA COLAB. PV-6 2 200x150x3 2 200x150x3 2 200x150x3 LOSA COLAB. PV-6 VEASE DETALLE 10 SEG. DET.10 LOSA COLABORANTE 15cm 150x50x2 5 5 150x50x2 5 5 5 5 5 150x50x2 5 150x50x2 5 5 +2.90 804 9 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 150x50x2 5 5 CA 150x50x15x2 150x50x2 150x50x2 150x50x2 CA 200x50x15x2 5 VM4 +0.20 +2.90 +4.45 +6.40 +8.50 5 5 195 210 5 BAYONETA BAY-5 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 BAYONETA BAY-4 5 210 195 5 5 +8.50 +6.40 +4.45 +2.90 +0.25 VM4 5 5 VM4 +0.20 +2.90 +4.45 +6.40 +8.50 5 5 195 210 5 BAYONETA BAY-5 P1 FORMAC MM400x150x3 P1 FORMAC MM400x150x3 BAYONETA BAY-4 VM4 5 5 P1 FORMAC MM400x150x3 BAYONETA BAY-5 5 210 195 5 5 +8.50 +6.40 +4.45 +2.90 +0.20 VM4 5 5 5 VM4 BAYONETA BAY-4 P1 FORMAC MM400x150x3 SEGUN EE.TT. TABIQUE METALCON SEG. DET.10 LOSA COLAB. 15cm +3.05 \A1;150x50x2 PERIMETRAL P3 150x150x3 TABIQUE METALCON SEGUN EE.TT. CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLG d10mm COLG d10mm COLG d10mm COLG d10mm CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLG d10mm COLG d10mm CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA200x50x15x2 CA200x50x15x2 CA200x50x15x2 P1 FORMAC MM400x150x3 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 P1 FORMAC MM400x150x3 CAD 29/15 CAD 29/15 CAD 29/15 CAD 29/15 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 COLGd10 COLGd10 COLGd10 CA 200x50x15x2 P1 FORMAC MM400x150x3 CA 200x50x15x2 CA 200x50x15x2 CA 200x50x15x2 150x50x2 150x50x2 150x50x2 5 5 5 5 5 ELEVACIONES BAYONETAS ENE 2005 E7 LAMINA BAY-4 BAY-5 BAY-6 BAY-7 BAY-8 PROYECTO ARCHIVO CAD DIBUJO ESCALA FECHA H.B.G. INDICADAS CALCULO BAY-1 BAY-2 BAY-2a BAY-2b BAY-3 E.V.M. C A' ESC. 1:100 BAYONETA BAY-2 +8.50 +0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 100x50x15x2 A A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 A C 5 +8.50 +2.60 5 +6.37 2130 720 5 5 BAYONETA BAY-1 ESC. 1:100 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 80x40x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 13 ESC. 1:100 BAYONETA BAY-5 BAYONETA BAY-6 ESC. 1:100 1 2 5 5 5 +2.60 +8.50 5 5 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 80x40x15x2 A 80x40x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +6.37 +6.37 +6.37 +8.50 +3.50 5 5 5 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 5 5 5 5 5 5 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 13 2 1 BAYONETA BAY-4 ESC. 1:100 +6.37 5 +8.50 +2.60 5 5 5 Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 100x50x15x2 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 A 100x50x15x2 Fed10 Fed10 Fed10 Fed10 5 A 100x50x15x2 A 100x50x15x2 A 80x40x15x2 A 80x40x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Fed10 Fed10 Fed10 Fed10 Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 5 5 5 +0.20 +8.50 +6.37 5 5 5 5 5 ESC. 1:100 BAYONETA BAY-3 BAY-3 A' A Fed10 Fed10 A 100x50x15x2 A 100x50x15x2 A 80x40x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 1320 5 3780 5 5 5 5 5 +2.60 +8.50 +6.37 5 5 5 ESC. 1:100 BAYONETA BAY-7 5 5 5 5 5 5 5 5 5 5 5 +8.50 +6.37 +4.85 +4.05 +2.60 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 PM1 FORMAC A 100x50x15x2 A 100x50x15x2 \A1;TENSORES 2Fed10mm \A1;REVESTIMIENTO BAYONETA HOJALATA SEG. EETT \A1;REVESTIMIENTO BAYONETA HOJALATA SEG. EETT \A1;REVESTIMIENTO BAYONETA HOJALATA SEG. EETT \A1;REBAJE 20mm SOLO EN EJES 13 - A y C DE BAYONETA ESC. 1:20 5 5 5 5 DETALLE DESARROLLO 5 5 5 5 2550 5 13a 5 10mm ENTRE PLACAS) 1+1 PL 5mm (HOLGURA SOPORTE TENSOR VM4 13a 13a 5 TENSOR d12mm 5 \A1;PLACA REC.TENSOR PL 5mm +PERFd15mm 5 REV:03 REV:03 REV:03 REV:03 REV:03 REV:03 REV:03 <> L=98cm Estd8@15 50 170 270 200 300 2d10 2d10 2+2 Fed10 Estd8@15 CAD 20/30 HORM H-20 8 CADENA ALBAÑILERIA ---- +2 Fed10 Estd8@15 GRAUBLOCK GCR-20 CADENA ALBAÑILERIA ---- L=25cm Estd8@15 2d10 190 200 ---- CADENA ALBAÑILERIA CAD 15/29 HORM H-20 2+2 Fed10 Estd8@15 2d10 2d10 290 5 270 120 50 Estd8@15 L=88cm 8 8 P3 150x150x3 SEGUN EE.TT. TABIQUE METALCON P3 150x150x3 SEGUN EE.TT. TABIQUE METALCON TABIQUE METALCON SEGUN EE.TT. DET. 21 ESC. 1:10 P3 150x150x3 FORMAC MM450x150x3 PL 170x5mm 50-50 4 4 50-50 2d12 2d12 CORTE 8a-8a ESC. 1:20 ENF.SOBRECIM. 2+2d12 Est %%8@15 NPT ±0.00 RADIER 10cm CAMA RIPIO 10cm \A1;TERRENO COMPACTADO 30cm 5 5 5 5 5 5 CORTE 23-23 ESCALA 1:10 BAY-2 BAY-2 P3 150x150x3 1 5 5 5 5 FORMAC MM450x150x3 COST Z150x50x15x2 VAR 450 \A1;1+1 150x50x2 L=450mm 3 3 3 50-150 \A1;TAPA PL 3mm 3 1 ESCALA 1:10 CORTE 23a 150x150x3 150x50x2 L=450mm L=450mm 150x50x2 FORMAC MM450x150x3 3 50-150 50-150 3 3 3 26 25 25 <> <> 5 26 25 25 PARA P2a VALIDO SOLO 5 A' 25 25 26 250x250x4 1 5 VM5-VM6 +2.00 3 3 5 PL 150x250x6mm 5 150 PM2 25 SOPORTE VP2-VM1 5 150 5 PM2 PL 150x120x5mm SOPORTE VP2 26 CORTE 22-22 ESCALA 1:10 14a 15a 14a 15a 15a 14a 14a VM2 3 +3.50 3 SOPORTE VP2-VM1 PM1e 14a 2 PM1e 200 5 PL 200x250x6mm 5 15a SOPORTE VP2 PL 150x200x5mm PM1e 3 PM1e 5 200 5 CANT DETALLE PM1e Nº PIEZA 14a 14a 5 P1 FORMAC MM400x150x3 1 ESCALA 1:10 CORTE 24-24 5 200 5 PM1e PL 150x200x5mm SOPORTE VP2 15a 5 PL 200x250x6mm 5 200 PM1e 14a SOPORTE VP2-VM1 BAY-8 BAY-2b BAY-2a BAY-2a ESC. 1:100 5 +6.37 +8.50 +0.25 5 5 5 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 Fed10 C Fed10 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 BAY-2a BAY-2 5 5 5 5 BAY-2 BAY-2b BAY-2a 3 3 5 5 5 5 5 +5.65 +8.25 5 BAY - 2b ESC. 1:50 ESC. 1:50 CORTE 26 ESC. 1:50 BAY - 8 5 +8.25 +5.65 5 5 5 5 5 BAY-3 BAY-4 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 A 100x50x15x2 CORTE 25 ESC. 1:50 3 3 BAY-4 BAY-8 BAY-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +2.90 <> <> +0.20 5 5 5 5 3 3 \A1; 150x50x5 \A1; 150x50x5 PERIMETRAL PERIMETRAL +1.615 +2.015 BAYONETA ESC. 1:20 CORTE 29-29 CORTE 27-27 ESC. 1:20 BAYONETA +2.015 +1.615 PERIMETRAL PERIMETRAL \A1; 150x50x5 \A1; 150x50x5 3 5 5 5 5 +0.20 <> <> +2.90 5 5 3 \A1; 150x50x5 \A1; 150x50x5 PERIMETRAL PERIMETRAL +0.815 +1.215 5 CORTE 28-28 ESC. 1:20 BAYONETA +2.015 +1.215 PERIMETRAL PERIMETRAL \A1; 150x50x5 \A1; 150x50x5 3 3 5 5 5 5 +0.20 <> <> +2.90 5 ESCANTILLONES MURO ALBAÑILERIA 5 5 \A1;TERRENO COMPACTADO 30cm CAMA RIPIO 10cm RADIER 10cm ±0.00 NPT ENF.SOBRECIM. 2+2d12 Est %%8@15 ESC. 1:20 CORTE 11-11 2d12 2d12 2d12 2d12 CORTE 9-9 ESC. 1:20 ENF.SOBRECIM. 2+2d12 Est %%8@15 NPT ±0.00 RADIER 10cm CAMA RIPIO 10cm \A1;TERRENO COMPACTADO 30cm 5 5 5 5 5 \A1;TERRENO COMPACTADO 30cm CAMA RIPIO 10cm RADIER 10cm ±0.00 NPT ENF.SOBRECIM. 2d12 Est %%8@15 ESC. 1:20 CORTE 10-10 2d12 5 5 \A1;TERRENO COMPACTADO 30cm CAMA RIPIO 10cm RADIER 10cm ±0.00 NPT ENF.SOBRECIM. 3+3d12 Est %%8@15 ESC. 1:20 CORTE 12-12 2d12 2d12 2d12 +0.20 9 9 9 9 9 9 9 9 9 9 9 9

Language	Spanish
Drawing Type	Block
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	adega, armazenamento, autocad, barn, block, cave, celeiro, cellar, deatils, DWG, grange, industrial, keller, le stockage, scheune, speicher, storage, type, warehouse