Flat Representation Of Optimizations DWG Block for AutoCAD

Flat Representation Of Optimizations DWG Block for AutoCAD

This is an example of material optimizations performed in autocad. Complementing the optimization generators formats. Optimizations material commonly used in the construction of townhouses. Thereby allowing control lead material waste generated in the field.

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

cm rods from the cm axis, foundation bed foundation lower bed, mesh in high bed, reinforced foundation slab bed, foundation bed foundation lower bed, cm rods from the cm axis, metal frame, cm rods from the cm axis, metal frame, area, foundation line, tune up terrain, area, silletas in low bed mesh., silletas high bed., stair ladder, detail staircase high floor, esc, mezzanine, lock, second ramp of cms of concrete armed with grill of rod cms in both directions., rod cms for ramp anchorage., step, for lateral anchorage, cm step footprint, threads, slope tec, location of castles ground floor, foundation slab s, electrowelded mesh in low bed, foundation slab s, electrowelded mesh in low bed, cm rods from the cm axis, foundation bed foundation lower bed, mesh in high bed, reinforced foundation slab bed, black rubber, foundation bed foundation lower bed, concrete foundation, pvc pipe for cold water, key of, garden, watering can, external thread, of sanitary, feeding, w.c., feeding, showerhead, feeding, showerhead, external thread, of sanitary, feeding, w.c., feeding, external thread, washbasin, feeding, external thread, washbasin, of the tinaco, low water, line a.f., chap. lts, to the tinaco, water rises, low hot water, of the boiler, main pipe, cold water rises, to the boiler, feeding, external thread, laundry room, feeding, external thread, washbasin, feeding, external thread, washbasin, sink, feeding, external thread, sink, feeding, external thread, sink, washing machine, laundry, Heater, sink, cpvc hot water pipe, sink, feeding, external thread, washing machine, feeding, external thread, washing machine, pvc cold water pipe, cpvc hot water pipe, pvc pipe for cold water, cpvc hot water pipe, sphere, valve, cold water, sink, Hot water, domicile, access takes, take home, cpvc tube, cpvc tube, Water pipes, hot water pipe, sanitary registration, preparation for, water tank, water heater, preparation for, check valve, indicates cells cast in, block wall, sanitary pvc tube, minimum earring, sanitary registration, sanitary pvc tube, minimum earring, preparation for, water heater, concrete laundry, vent tube, pvc, sanitary registry detail, common block wall, tube, registration cover, armed with mesh, cms. of thickness, tube, firm concrete, thickness, of cms. from, natural, ground, common block wall, to give earrings, warped, for dimensions armed, of foundation shoes, see structural plan, sanitary, registry, pvc san, roof projection, projection of, finished floor projection, mezzanine, roof projection, Note: Levels indicated dimensions are finished, thickness, detail, see plan, stone fachaleta, thickness, thickness tread, thickness, roof projection, projection of, finished floor projection, mezzanine, proye

Raw text data extracted from CAD file:

A 0.000 LT \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;3.82 \A1;2.37 \A1;3.51 \A1;1.39 \A1;3.07 \A1;2.86 \A1;5.92 \A1;2.09 \A1;0.98 \A1;0.99 \A1;1.87 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;2.05 \A1;4.50 \A1;2.00 \A1;1.80 \A1;3.80 \A1;1.34 \A1;3.80 \A1;0.32 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.340 \A1;0.30 \A1;0.83 \A1;1.23 \A1;1.64 \A1;0.91 \A1;0.62 \A1;5.00 \A1;2.29 \A1;2.45 \A1;3.150 \A1;2.090 \A1;3.82 \A1;2.37 \A1;3.51 \A1;1.39 \A1;3.07 \A1;2.86 \A1;5.92 \A1;2.09 \A1;0.98 \A1;0.99 \A1;1.87 \A1;2.86 \A1;3.07 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;0.70 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 6,04 6,1 6,04 6,31 0,21 3,19 2,86 \A1;0.70 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;0.70 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;0.70 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.83 \A1;1.23 \A1;1.23 \A1;0.62 \A1;0.83 \A1;1.23 \A1;1.64 \A1;0.91 \A1;0.62 \A1;0.83 \A1;1.23 \A1;1.23 \A1;0.62 \A1;0.83 \A1;1.23 \A1;1.64 \A1;0.91 \A1;0.62 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;3.82 \A1;2.37 \A1;3.51 \A1;1.39 \A1;3.07 \A1;2.86 \A1;5.92 \A1;2.09 \A1;0.98 \A1;0.99 \A1;1.87 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;1.90 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.62 \A1;0.65 \A1;0.58 \A1;0.67 \A1;0.38 \A1;0.58 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.49 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.38 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.18 \A1;2.17 \A1;1.90 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.67 \A1;2.17 \A1;0.38 \A1;1.22 \A1;1.08 \A1;3.51 \A1;2.37 \A1;3.51 \A1;1.39 \A1;1.39 \A1;4.96 \A1;3.82 \A1;0.48 \A1;0.48 \A1;0.28 \A1;0.28 \A1;1.230 \A1;0.828 \A1;1.642 \A1;0.826 \A1;0.617 \A1;1.234 \A1;1.230 \A1;0.960 \A1;0.760 \A1;0.860 \A1;0.860 \A1;0.860 \A1;0.800 \A1;0.100 \A1;1.268 \A1;1.024 \A1;0.300 \A1;1.024 \A1;0.612 \A1;4.96 \A1;1.22 \A1;1.08 \A1;3.51 \A1;3.82 \A1;2.37 \A1;3.51 \A1;1.39 \A1;1.39 \A1;0.48 \A1;0.48 \A1;0.28 \A1;0.28 \A1;1.230 \A1;0.828 \A1;0.612 \A1;1.642 \A1;0.826 \A1;0.617 \A1;1.234 \A1;1.230 \A1;0.960 \A1;0.760 \A1;0.860 \A1;0.860 \A1;0.860 \A1;0.800 \A1;0.100 \A1;1.024 \A1;0.300 \A1;1.024 \A1;1.268 \A1;0.67 \A1;0.62 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.58 \A1;0.58 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.67 \A1;0.38 \A1;0.65 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.49 \A1;0.67 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.18 \A1;0.67 \A1;0.67 \A1;0.65 \A1;0.67 \A1;0.30 \A1;0.83 \A1;1.23 \A1;1.64 \A1;0.91 \A1;0.62 \A1;2.05 \A1;4.50 \A1;2.00 \A1;1.80 \A1;3.80 \A1;1.34 \A1;3.80 \A1;0.32 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.350 \A1;0.340 \A1;5.00 \A1;2.29 \A1;2.45 \A1;3.150 \A1;2.090 BASTONES DE 3/8" DE 70 cm A PARTIR DEL EJE @ 20 cm -3042785.088346968 -3042785.088346968 ARMADO DE LOSA DE CIMENTACIÓN LECHO INFERIOR MALLA 6/6-4/4 EN LECHO ALTO MALLA 6/6-4/4 EN LECHO ALTO ARMADO DE LOSA DE CIMENTACIÓN LECHO SUPERIOR LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 -3042785.088346968 5 5 5 5 5 5 5 5 5 5 5 5 ARMADO DE LOSA DE CIMENTACIÓN LECHO INFERIOR LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 -1586.35835879791 5 5 5 5 5 5 5 5 5 5 \A1;1.64 \A1;0.286 \A1;2.259 6,04 6,1 6,31 0,21 3,19 2,86 6,04 6,1 6,31 0,21 3,19 2,86 \A1;0.173 \A1;0.900 \A1;1.491 \A1;4.364 \A1;0.946 \A1;5.897 \A1;1.031 \A1;0.200 \A1;4.056 \A1;1.277 \A1;0.200 \A1;2.301 \A1;0.900 \A1;0.649 \A1;1.141 \A1;1.031 \A1;0.200 \A1;0.606 \A1;0.197 \A1;4.574 \A1;0.866 \A1;2.850 \A1;0.900 \A1;1.613 \A1;0.173 \A1;0.910 \A1;0.723 \A1;0.789 \A1;1.031 \A1;0.200 \A1;0.158 \A1;0.200 \A1;4.045 \A1;0.311 \A1;2.221 \A1;0.900 \A1;0.200 \A1;0.200 \A1;1.200 \A1;2129.908 \A1;0.164 \A1;0.173 \A1;2.480 \A1;0.230 \A1;0.390 \A1;1.075 \A1;0.820 \A1;0.190 \A1;1.057 \A1;0.173 \A1;0.900 \A1;0.173 \A1;0.60 \A1;0.40 \A1;3.283 \A1;5.141 \A1;1.438 \A1;0.292 \A1;0.591 \A1;0.250 \A1;0.349 \A1;0.379 \A1;0.622 \A1;0.150 \A1;0.150 \A1;0.504 \A1;0.100 \A1;0.078 \A1;0.566 \A1;0.410 \A1;1.806 \A1;2.506 \A1;0.428 \A1;0.613 \A1;0.892 \A1;0.304 \A1;0.587 \A1;1.392 \A1;0.732 \A1;5.92 \A1;1.04 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.40 \A1;1.03 \A1;0.47 \A1;1.24 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.52 \A1;0.82 \A1;0.67 \A1;2.85 \A1;3.07 \A1;5.92 \A1;1.04 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.40 \A1;0.96 \A1;1.03 \A1;0.47 \A1;1.24 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.52 \A1;1.25 \A1;0.33 \A1;0.82 \A1;0.67 \A1;2.85 \A1;3.07 \A1;5.92 \A1;1.04 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.40 \A1;0.96 \A1;1.03 \A1;0.47 \A1;1.24 \A1;0.56 \A1;0.83 \A1;1.23 \A1;0.52 \A1;1.25 \A1;0.41 \A1;0.82 \A1;0.67 \A1;2.85 \A1;3.07 \A1;2.47 \A1;0.50 \A1;0.830 \A1;0.830 \A1;3.236 \A1;0.025 \A1;0.398 \A1;3.236 \A1;2.879 \A1;0.820 \A1;1.015 \A1;1.224 \A1;1.240 \A1;0.830 \A1;1.109 \A1;0.820 \A1;1.109 \A1;0.763 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;0.828 \A1;0.960 \A1;1.39 \A1;0.20 \A1;0.70 \A1;4.96 \A1;1.22 \A1;1.03 \A1;2.04 \A1;2.86 \A1;1.08 \A1;3.51 \A1;1.03 \A1;2.04 \A1;2.86 \A1;3.07 \A1;0.06 \A1;1.39 \A1;1.64 \A1;1.29 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.03 \A1;0.70 \A1;0.70 \A1;0.70 BASTONES DE 3/8" DE 70 cm A PARTIR DEL EJE @ 20 cm -1573.141800446497 -1573.141800446497 CIMBRA METALICA LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 -1573.141800446497 5 5 5 5 5 5 5 5 5 5 BASTONES DE 3/8" DE 70 cm A PARTIR DEL EJE @ 20 cm 5 5 CIMBRA METALICA LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Area 1 Area 2 TRAZO DE CIMENTACION AFINE A MANO DE TERRENO Area 1 Area 2 LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 D 9.378 F 11.746 E' 10.358 F 11.746 A 5.560 LT LT 1 0.060 1 0.060 C 6.850 F 11.746 E' 10.358 3 3.126 4 5.982 3 3.126 4 5.982 2' 2.146 3' 4.112 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SILLETAS EN MALLA LECHO BAJO. SILLETAS LECHO ALTO. ALZADO ESCALERA 1 DETALLE ESCALERA PLANTA ALTA ESC 1:25 ESC 1:25 15 5 5 5 5 5 5 N.P.T.± 0.00 N.P.T.+2.620 5 5 ENTREPISO 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 Trabe T2 5 5 5 \A1;Descanso y segunda rampa de 10 cms de concreto f'c=150 kg/cm2, armados con parrilla de varilla d\S3/8;" @ 20 cms en ambos sentidos. \A1;Descanso y segunda rampa de 10 cms de concreto f'c=150 kg/cm2, armados con parrilla de varilla d\S3/8;" @ 20 cms en ambos sentidos. \A1;Dejar varilla d\S3/8;"x 60cm @ 20 cms para anclaje de rampa. \A1;Dejar varilla d\S3/8;"x 60cm @ 20 cms para anclaje de rampa. \A1;Proyecccion de escalon \A1;Varilla d\S3/8;" para anclaje lateral 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N± 0.00 N+0.170 N+0.345 N+0.520 N+0.695 N+0.870 N+1.045 N+1.220 N+1.395 N+1.570 N+1.745 N+1.920 N+2.095 N+2.270 N+2.445 N+2.620 0.30 HUELLA DE ESCALON DE 30 CM K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-2 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 K-3 0.51 0.11 0.27 5.75 5.94 K-1 K-1 K-1 0.11 0.72 0.10 0.70 0.10 0.70 2.56 2.96 3.56 3.96 4.37 4.96 5.98 0.72 1.32 1.95 2.54 3.17 3.76 4.39 4.98 5.61 0.10 0.50 0.91 1.54 2.13 2.54 0.52 0.10 0.09 0.43 K-2 K-2 K-2 K-2 K-2 K-2 0.10 0.70 LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 K-3 K-3 K-2 K-1 K-3 K-3 K-3 5 5 5 5 5 1.11 1.74 2.14 2.49 0.91 1.31 1.94 2.35 2.69 3.08 3.30 3.49 1.33 1.92 2.55 3.14 3.77 4.37 1.23 1.83 K-3 K-3 K-1 @ 3 Hiladas Escalerilla TEC 60 3/16" 3.98 2.95 0.12 2.33 K-1 3.55 K-1 UBICACION DE CASTILLOS PLANTA BAJA 1 2 3 4 5 6 7 8 9 10 11 12 4.98 1 2 3 4 5 6 7 9 10 11 12 13 8 14 13 15 14 16 17 18 1 2 3 4 5 6 7 8 9 13 10 11 12 61 62 14 1 1 15 16 63 17 18 19 21 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 1 1 59 60 63 62 61 60 59 58 64 1 2 3 4 6 7 8 9 10 11 12 13 14 15 20 19 18 17 16 25 24 23 22 21 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 17 \W5.64699; LOSA DE CIMENTACION \W8.63089; PRIMERA MALLA \W7.73213; MALLA 6/6-6/6 LECHO BAJO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO \W5.64699; LOSA DE CIMENTACION \W8.63089; PRIMERA MALLA \W7.83265; MALLA 6/6-6/6 LECHO ALTO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO \W8.07105; MALLA ELECTROSOLDADA \W8.95495; 6/6-6/6 \W8.81194; EN LECHO BAJO D 9.378 F 11.746 A 5.560 LT LT 1 0.060 1 0.060 C 6.850 F 11.746 E' 10.358 3 3.126 4 5.982 3 3.126 2' 2.146 4 5.982 3' 4.112 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 6 7 8 9 10 11 12 13 14 15 20 19 18 17 16 25 24 23 22 21 5 BASTONES DE 3/8" DE 70 cm A PARTIR DEL EJE @ 20 cm 5 5 ARMADO DE LOSA DE CIMENTACIÓN LECHO INFERIOR MALLA 6/6-4/4 EN LECHO ALTO MALLA 6/6-4/4 EN LECHO ALTO ARMADO DE LOSA DE CIMENTACIÓN LECHO SUPERIOR LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 5 5 5 5 5 5 5 5 5 5 5 5 5 LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HULE NEGRO 5 5 5 5 5 5 5 ARMADO DE LOSA DE CIMENTACIÓN LECHO INFERIOR 5 5 5 5 5 5 CONCRETO EN CIMENTACION 5 5 5 5 5 5 TUBERIA PVC PARA AGUA FRIA LLAVE DE JARDIN REGADERA (Agua Fria) ROSCA EXTERIOR DE SANITARIO ALIMENTACION W.C. (Agua Fria) ALIMENTACION DE REGADERA (Agua Caliente) ALIMENTACION DE REGADERA (Agua Fria) ROSCA EXTERIOR DE SANITARIO ALIMENTACION W.C. (Agua Caliente) ALIMENTACION ROSCA EXTERIOR DE LAVABO (Agua Fria) ALIMENTACION ROSCA EXTERIOR DE LAVABO DEL TINACO BAJA AGUA LINEA A.F. CAP. 600 LTS AL TINACO SUBE AGUA BAJA AGUA CALIENTE DEL BOILER A TUBERIA PRINCIPAL SUBE AGUA FRIA AL BOILER (Agua Fria) ALIMENTACION ROSCA EXTERIOR DE LAVADERO (Agua Caliente) ALIMENTACION ROSCA EXTERIOR DE LAVABO (Agua Fria) ALIMENTACION ROSCA EXTERIOR DE LAVABO DE FREGADERO ALIMENTACION (Agua Caliente) ROSCA EXTERIOR DE FREGADERO ALIMENTACION (Agua Fria) ROSCA EXTERIOR LAVABO LAVADORA LAVADERO CALENTADOR FREGADERO TUBERIA CPVC PARA AGUA CALIENTE LAVABO (Agua Caliente) ALIMENTACION ROSCA EXTERIOR DE LAVADORA (Agua Fria) ALIMENTACION ROSCA EXTERIOR DE LAVADORA TUBERIA PVC AGUA FRIA TUBERIA CPVC PARA AGUA CALIENTE TUBERIA PVC PARA AGUA FRIA TUBERIA CPVC PARA AGUA CALIENTE DE ESFERA VALVULA Agua Fria LAVABO Agua Caliente 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DOMICILIARIA ACCESO TOMA M TOMA DOMICILIARIA TUBO CPVC TUBO DE CPVC DE d1/2" DE d1/2" TUBERIA DE AGUA FRIA, TUBERIA DE AGUA CALIENTE REGISTRO SANITARIO PREPARACION PARA TINACO CALENTADOR DE AGUA PREPARACION PARA R VALVULA CHECK S I M B O L O G I A INDICA CELDAS COLADAS EN MURO DE BLOCK S I M B O L O G I A TUBO PVC d 2" SANITARIA PENDIENTE MINIMA 2% REGISTRO SANITARIO R TUBO PVC d 4" SANITARIA PENDIENTE MINIMA 2% PREPARACION PARA CALENTADOR DE AGUA LAVADERO DE CONCRETO d 1 1/2" TUBO DE VENTILA PVC d 1 1/2" DETALLE DE REGISTRO SANITARIO 1 1 1 1 2 2 DE 12x20x40 MURO DE BLOCK COMUN TUBO d4" TUBO d4" P L A N T A TAPA DE REGISTRO DE ARMADA CON MALLA 6-6/10-10 10 CMS. DE ESPESOR TUBO d4" FIRME DE CONCRETO ESPESOR DE 10 CMS. DE 1 2 NATURAL TERRENO MURO DE BLOCK COMUN DE 12x20x40 CEMENTO-ARENA PARA DAR PENDIENTE ENTORTADO DE C O R T E PARA DIMENSIONES Y ARMADO N O T A : DE ZAPATAS DE CIMENTACION VER PLANO ESTRUCTURAL 0.60 0.40 I S O M E T R I C O S A N I T A R I O SANITARIO REGISTRO PVC San 50mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 proyeccion de azotea proyeccion de proyeccion de piso terminado entrepiso proyeccion de azotea 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT±0.00 NPT+0.35 NPT+0.82 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.20 NSP+6.45 NOTA: níveles y acotaciones indicados son de acabados 5 V-1 V-1 V-2 V-1 NPT±0.00 NPT+0.35 NPT+1.02 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.08 NSP+6.04 1 0.060 3 3.126 4 5.982 Resalte espesor 1" DETALLE "1" Ver plano Piedra Fachaleta Resalte espesor 1" Rodapie espesor 1" Resalte espesor 1" Resalte espesor 1" 5 5 proyeccion de azotea proyeccion de proyeccion de piso terminado entrepiso proyeccion de azotea 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT±0.00 NPT+0.35 NPT+0.82 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.20 NSP+6.45 NSP+6.78 NOTA: níveles y acotaciones indicados son de acabados 5 V-1 V-1 V-2 V-1 NPT±0.00 NPT+0.35 NPT+1.02 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.08 NSP+6.04 1 0.060 3 3.126 4 5.982 Resalte espesor 1" DETALLE "1" Ver plano Piedra Fachaleta Resalte espesor 1" Rodapie espesor 1" Resalte espesor 1" Resalte espesor 1" 5 5 proyeccion de azotea proyeccion de proyeccion de piso terminado entrepiso proyeccion de azotea 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT±0.00 NPT+0.35 NPT+0.82 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.20 NSP+6.45 NSP+6.86 NOTA: níveles y acotaciones indicados son de acabados 5 V-1 V-1 V-2 V-1 NPT±0.00 NPT+0.35 NPT+1.02 NPT+2.06 NPT+2.62 NPT+3.45 NPT+4.68 NPT+5.08 NSP+6.04 NPT+3.24 1 0.060 3 3.126 4 5.982 Resalte espesor 1" DETALLE "1" Ver plano 5 Piedra Fachaleta Resalte espesor 1" Rodapie espesor 1" Resalte espesor 1" Resalte espesor 1" 5 5 5 Fachada Principal FACHADA TIPO 1 Fachada Principal FACHADA TIPO 2 Fachada Principal FACHADA TIPO 3 ESC. 1:50 ESC. 1:50 ESC. 1:50 NPT+3.24 NPT+3.24 Gargola Gargola Gargola 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LT LT 1 0.060 2 1.086 3 3.126 4 5.982 1 0.060 2 1.086 3 3.126 4 5.982 A 5.560 E 10.522 F 11.746 B 5.770 C 6.850 F 11.746 E' 10.358 5 5 5 5 5 5 5 5 5 5 5 5 5 A A A A A A E A A A A A A E E E E E E E E E E E A A E A A E E E C 6.850 F 11.746 E E E E E E E E E E E E E E E E E E E E E E E E A 5.560 F 11.746 E E E E M A M A V-1 M M A M A M M A M A M M M A M A 1 0.060 3 3.126 M A M A 2 1.086 4 5.982 VISTA MUROS EXTERIORMENTE. M A E A M E M E M M M M P-4 V-3 A E M E M E M E M E M E M E 10.522 F 11.746 E E E M E M M M M M M M M M M M M M M M M M 1 0.060 3 3.126 E 10.522 F 11.746 F 11.746 A 5.560 1 0.060 1 0.060 D 9.378 M M M M M M M M M M M M M M M M 1 0.060 A A M A A A M A E A A E E A A E E A A E E A A E A E A E A E A E A E M A E A M A M A A A M M A M A M A M A M A M A M A M A B 5.770 C 6.850 E A E A M A M A M A M A A M 3 3.126 2 1.086 L L L L L L L L L L L L L L M M M M M M L L L L L L L L L L L L E A A E A A L L L L L L -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 1 0.060 150 0 0 10 0 30 0 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 38 10 10 6 8 6 4 2 A 5.560 E E E E E E E E -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 7 13 19 6 0 0 0 0 3 3.126 Esquina (L) E 10 Esquina (L) E 0 Esquina (L) E 0 L (Esquina) L 4 L (Esquina) L 4 L (Esquina) L 4 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 126 0 10 10 4 20 0 2 Esquina (L) E 2 L (Esquina) L 2 4 5.982 4 5.982 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 61 13 10 9 4 10 0 2 Esquina (L) E 2 L (Esquina) L 2 Dala Ventana 0 Dala Ventana 0 Dala Ventana 0 Dala Ventana 0 Dala Ventana 6 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 20 6 0 6 4 4 0 0 Esquina (L) E 0 L (Esquina) L 2 Dala Ventana 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 70 10 0 0 0 14 2 0 Esquina (L) E 0 L (Esquina) L 0 Dala Ventana 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 54 12 0 0 0 12 0 0 Esquina (L) E 0 L (Esquina) L 0 Dala Ventana 0 D 9.378 E 10.522 2 1.086 F 11.746 A M A M A E M A M A E A M A E M M V-2 A M A M 3 3.126 4 5.982 A M A M C 6.850 L L L L L L A E A E A E A E A E -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 38 10 11 4 0 12 2 2 C 6.850 Esquina (L) E 2 L (Esquina) L 0 Dala Ventana 3 M M M A 5.560 3 3.126 C 6.850 4 5.982 2 1.086 D 9.378 E 10.522 L L L L L L A A A A A A E A A A A A A E E E E E E E E E E E A A E A A E E E C 6.850 F 11.746 E E E E E E E E E E E E A 5.560 F 11.746 E E E E M A M A V-1 M M A M A M M A M A M M M A M A 1 0.060 3 3.126 M A M A MUROS A 5.560 1 0.060 1 0.060 A A M A A A M A E A E A E A E A E M A E A M A M A A A M M A M A M A M A M A M A M A M A B 5.770 C 6.850 E A E A M A M A M A M A A M 3 3.126 L L L L L L L L L L L L L L L L L L L L -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 1 0.060 150 0 0 10 0 30 0 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 38 10 10 6 8 6 4 2 A 5.560 E E E E E E E E -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 7 13 19 6 0 0 0 0 3 3.126 Esquina (L) E 10 Esquina (L) E 0 Esquina (L) E 0 L (Esquina) L 4 L (Esquina) L 4 L (Esquina) L 4 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 126 0 10 10 4 20 0 2 Esquina (L) E 2 L (Esquina) L 2 4 5.982 4 5.982 Dala Ventana 0 Dala Ventana 0 Dala Ventana 0 Dala Ventana 0 A M A M A E M A M A E A M A E M M V-2 A M A M 3 3.126 4 5.982 A M A M C 6.850 L L L L L L A E A E A E A E A E -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 38 10 11 4 0 12 2 2 C 6.850 Esquina (L) E 2 L (Esquina) L 0 Dala Ventana 3 M M M A 5.560 3 3.126 C 6.850 4 5.982 5 2 1.086 4 5.982 M A E A M E M E M M M M P-4 V-3 A E M E M E M E M E M E M E 10.522 F 11.746 E E E M E M M M M M M M M M M M M M M M M M 1 0.060 3 3.126 E 10.522 F 11.746 F 11.746 D 9.378 M M M M M M M M M M M M M M M M 1 0.060 E A A E E A A E E A A E E A A E A 2 1.086 M M M M M M L L L L L L L L L L L L E A A E A A -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 61 13 10 9 4 10 0 2 Esquina (L) E 2 L (Esquina) L 2 Dala Ventana 6 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 20 6 0 6 4 4 0 0 Esquina (L) E 0 L (Esquina) L 2 Dala Ventana 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 70 10 0 0 0 14 2 0 Esquina (L) E 0 L (Esquina) L 0 Dala Ventana 0 -BLOCK- Ajuste A Entero Medio M Esquina (L) E L (Esquina) L Dala Ajuste A Dala Entero Dala Medio M -CANTIDAD- 54 12 0 0 0 12 0 0 Esquina (L) E 0 L (Esquina) L 0 Dala Ventana 0 D 9.378 E 10.522 2 1.086 F 11.746 2 1.086 D 9.378 E 10.522 L L L L L L CIMENTACIÓN CIMENTACIÓN

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	adobe, autocad, bausystem, block, construction system, covintec, DWG, earth lightened, erde beleuchtet, flat, formats, generators, losacero, material, performed, plywood, representation, sperrholz, stahlrahmen, steel framing, système de construction, terre s