Structures DWG Block for AutoCAD

structure of the health post.

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

double twist, lightened floor, double twist, stairwell foundation, ecs., ecs., ecs., ecs., ecs., foundation, shoes, false floor, concrete floor c: h, shaft axle, dto, both sides, dto, both sides, false floor, concrete floor c: h, shaft axle, dto, both sides, dto, both sides, shaft axle, shaft axle, false floor, concrete floor c: h, shaft axle, dto, both sides, dto, both sides, concrete floor c: h, false floor, concrete floor c: h, shaft axle, dto, both sides, dto, both sides, concrete floor c: h, false floor, concrete floor c: h, shaft axle, dto, both sides, dto, both sides, concrete floor c: h, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, both sides, both sides, both sides, both sides, both sides, both sides, both sides, both sides, both sides, both sides, both sides, both sides, concrete floor c: h, both sides, both sides, shaft axle, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, dto, both sides, concrete floor c: h, shaft axle, concrete floor c: h, concrete floor c: h, ecs., lightened floor, ecs., dto, dto, dto, both sides, both sides, both sides, both sides, concrete floor c: h, shaft axle, dto, concrete floor c: h, cut, concrete floor c: h, dto, cut, concrete floor c: h, dto, concrete floor c: h, cut, cut, concrete floor c: h, dto, cut, concrete floor c: h, cut, dto, concrete floor c: h, dto, concrete floor c: h, dto, lighter roof, stretch, ecs., stretch, ecs., stretch, ecs., Foundations structures in contact with Portland type ground, concrete moving stone displaced, concrete shuffled against the floor shoe cm., corrugated bars astm, concrete resistance, overcrowding moving stone m., beam peraltada columns plates cm., shoes, slab beams, columns, stairs, steel reinforcement f’y, coatings:, rest of the land: portland type, cement:, overload, nte, Construction design specifications, long Minimum overlap in armor standard hooks, technical norm of buildings, Technical norm of foundation floors, technical norm of loads, interior of environments, cm., diam, cm., Technical norm of seismic design, national construction regulations, corridors, of the steel, cm., overlap in, cm., compression, cm., area, cm., overlap in, traction, hooks, standard, cm. minimum, carrying capacity of the land, shoe, technical norm of masonry, nte, technical specifications, column box, est., dto, ferries of degree iron, according to design, est., Foundations structures in contact with Portland type ground, concrete moving stone displaced, concrete shuffled against the floor shoe cm., corrugated bars astm, concrete resistance, overcrowding moving stone m., beam peraltada columns plates cm., shoes, slab beams, columns, stairs, steel reinforcement f’y, coatings:, rest of the land: portland type, cement:, technical specifications, lightweight detail, det. double twist, steel temperature, esc., esc., columns ……

Raw text data extracted from CAD file:

3.50 3.50 3.50 3.50 3.75 3.50 3.50 3.50 3.50 3.50 3.75 3.50 5.65 2.86 5.65 2.82 3.50 3.50 3.50 3.50 3.75 3.50 3.50 3.50 3.50 3.50 3.75 3.50 5.65 2.86 5.65 2.82 1.05 .70 .35 .70 .35 .70 .35 .70 .35 .70 .35 .70 .40 1.05 .70 .35 .70 .35 .70 .40 .70 .35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 .70 .35 .70 .35 .70 .35 .70 .35 .70 .35 .70 .40 1.00 1.00 1.00 1.05 .70 .35 .70 .35 .70 .40 .70 .35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 .70 .35 .70 .35 .70 .35 .70 .35 .70 .35 .70 .40 1.00 1.00 1.00 1.05 .70 .35 .70 .35 .70 .40 .70 .35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .70 .35 .70 .40 .70 .35 .70 .40 1.00 1.00 1.00 1.00 .35 .70 .40 .70 .35 .70 .40 1.00 1.00 1.00 1.00 .70 .35 .70 .40 .70 .35 .70 .40 .70 3.50 3.50 3.50 3.50 3.75 3.50 5.65 2.86 2.20 2.05 2.35 2.20 2.40 2.35 2.35 2.20 2.20 2.05 2.20 2.05 2.20 2.05 2.45 2.30 2.45 2.30 2.45 2.30 2.45 2.30 2.45 2.30 2.45 2.30 2.45 2.30 3.50 3.50 3.50 3.50 3.75 3.50 .60 .10 .10 .10 .40 .80 .10 .40 .80 .60 .10 .60 .10 .10 .50 .80 .60 .10 .10 .50 .80 .60 .10 .10 .50 .80 .15 .25 .25 2.20 .10 .50 .90 .10 .10 .50 .90 .10 2.45 .25 .40 1.20 1.35 1.55 1.45 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .50 .25 .50 .95 .65 .95 .65 1.20 1.35 1.55 1.45 .25 .50 .25 .50 .30 .30 1.00 1.00 2.20 .10 .50 .90 .10 .10 .50 .90 .10 2.45 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 1.25 1.40 1.50 1.40 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .40 .25 .40 2.35 .10 .50 .90 .10 .10 .50 .90 .10 2.45 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 1.00 2.00 1.20 2.35 1.00 2.00 1.00 .90 .25 .25 .25 .25 .25 2.35 .10 .50 .90 .10 .10 .50 .90 .10 2.45 1.25 1.40 1.50 1.40 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .40 .25 .40 .25 .40 .25 .40 .25 .25 .25 .25 1.00 .90 .25 .25 .25 .25 .25 2.40 .10 .50 .90 .10 2.45 1.30 1.45 1.55 1.50 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .40 .25 .40 .25 .40 .25 .40 .25 .25 .25 .25 1.00 .95 .25 .25 .25 .25 .25 1.20 .10 .50 .90 .10 1.00 .10 .50 .90 .10 1.00 .10 .50 .90 .10 .10 .50 .90 .10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .25 .35 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 2.30 .10 .50 .90 .10 .25 .30 2.30 .10 .50 .90 .10 2.30 .10 .50 .90 .10 2.30 .10 .50 .90 .10 2.30 .10 .50 .90 .10 2.30 .10 .50 .90 .10 .10 .50 .90 .10 2.30 3.50 3.50 3.50 3.50 3.75 3.50 5.65 5.65 5.65 5.65 5.65 5.65 5.65 2.87 2.87 2.87 3.50 3.50 3.50 3.50 3.75 3.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .25 .35 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .25 .25 1.00 1.00 1.00 1.00 1.00 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .40 .25 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .35 .25 .25 .25 .25 .25 .25 .25 .25 2.05 .10 .50 .90 .10 .90 .10 .90 .10 2.20 2.35 2.30 .10 .50 .90 .10 .10 .50 .90 .10 2.30 3.50 3.50 3.50 3.50 3.75 3.50 .25 .25 2.05 .10 .50 .25 .25 2.05 .10 .50 .10 .50 .90 .10 .90 .10 .10 .50 1.00 2.00 1.20 2.35 2.35 2.20 2.40 2.35 2.20 2.05 2.45 2.30 1.10 1.20 1.10 1.20 1.10 1.20 1.10 1.20 1.10 1.20 1.00 1.00 1.00 1.00 .25 .25 .25 .35 .25 .35 .25 .35 .25 .35 1.00 1.00 1.00 1.00 .25 .35 .25 .35 .25 .35 .25 .35 .25 .25 .25 .25 .25 .25 2.00 2.35 2.00 3.50 3.75 .90 .10 .10 .50 .90 .10 .10 .50 .10 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .90 .10 .10 .50 .25 .25 2.00 .90 .10 .10 .50 .25 .25 2.35 .90 .10 .50 .10 .25 .25 2.20 .90 .10 .10 .50 .25 .25 2.35 .90 .10 .50 .10 .90 .25 .25 2.05 .10 .50 .25 .25 2.30 .10 .50 .90 .25 1.00 .10 .50 .70 .10 .25 .25 1.20 .10 .50 .70 .15 \A1;.30 \A1;.25 \A1;.17 \A1;.25 \A1;.95 \A1;.25 \A1;.60 \A1;.15 \A1;1.77 \A1;.60 \A1;.40 .15 \A1;.15 .15 \A1;.15 \A1;.25 \A1;.17 \A1;.25 \A1;.50 \A1;.30 \A1;.50 \A1;1.51 \A1;.30 \A1;.25 \A1;.17 \A1;.30 \A1;.60 \A1;.25 \A1;.60 \A1;2.02 .15 \A1;.15 \A1;H \A1;b \A1;a \A1;h 90° 135° \A1;0.30 \A1;0.40 \A1;.30 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.15 90° 135° \A1;L \A1;L \A1;L 0.34 0.19 0.25 0.25 0.40 0.25 0.25 0.25 0.19 0.19 \A1;.25 \A1;.25 \A1;Max. @3.00 mt \A1;.25 \A1;.15 \A1;.25 5.65 2.86 .25 .25 .25 1.00 .10 .50 .90 .10 .25 .20 \A1;.15 .25 .25 .25 1.00 .10 .50 .90 .10 .25 .20 2.20 .10 .50 .90 .10 .10 .50 .90 .10 2.45 1.20 1.35 1.55 1.45 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .40 .25 .40 .25 .40 .25 .40 .25 .25 .25 .25 2.20 .10 .50 .90 .10 .10 .50 .90 .10 2.45 1.20 1.35 1.55 1.45 .25 .50 .25 .50 .30 .30 1.00 1.00 .25 .50 .25 .50 .95 .65 .95 .65 .25 .40 .25 .40 .25 .40 .25 .40 .25 .25 .25 .25 .25 .25 .25 1.00 .10 .50 .90 .10 .25 .20 .25 .35 .25 .40 .25 .40 .25 .35 .25 .35 .25 .35 .25 .35 .25 .25 2.05 .10 .50 .90 .10 .90 .10 3.50 3.50 .25 .25 2.05 .10 .50 .25 .25 2.05 \A1;7.50 \A1;1.25 \A1;7.50 \A1;1.15 \A1;2.02 3.50 3.50 3.50 3.50 3.75 3.50 3.50 3.50 3.50 3.50 3.75 3.50 5.65 2.86 5.65 3.50 3.50 3.50 3.50 3.75 3.50 3.50 3.50 3.50 3.50 3.75 3.50 5.65 2.86 5.65 2.86 3.50 3.50 3.01 Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta ALIGERADO 2º PISO Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta Doble Vigueta VP-201 VP-201 VP-201 VP-201 VP-201 VP-201 VP-201 A A A A A A B B C C C C C C E E E E E E E E E E E E F F F F F F G G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 1 2 3 A B C D E F G G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 1 2 3 A B C D E F G G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 G F E D C B A Z-2 Z-1 Z-1 Z-3 Z-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G F E D C B A Z-6 Z-7 Z-7 Z-8 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-3 C-3 C-3 11 Ø 5/8"@0.21 6 Ø 5/8"@0.21 10 Ø 5/8"@0.21 5 Ø 5/8"@0.21 10 Ø 5/8"@0.21 5 Ø 5/8"@0.21 11 Ø 5/8"@0.21 11 Ø 5/8"@ 0.23 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 11 Ø 5/8"@ 0.23 12 Ø 5/8"@ 0.22 Z-3 11 Ø 5/8"@0.21 11 Ø 5/8"@ 0.23 Z-5 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 Z-5 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 Z-5 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 \W0.26858; CIMIENTO DE \W0.26858; ESCALERA A A A A A A A A A A A A A A A A B B B B C C C C D D C C C C C C C C C C C C C C D D A A A A A A A A A A A A B B A A A A A A B B B B B B A A A A A A B B A A A A C C C C B B B B E E E E E E E E E E \LSección A-A Ecs. 1/25 \LSección B-B Ecs. 1/25 5 5 5 5 5 5 5 5 5 5 5 NPT=+0.15 NPT=+0.15 5 5 5 5 5 NPT=+0.15 \LSección C-C Ecs. 1/25 5 5 5 5 5 NPT=+0.15 \LSección D-D Ecs. 1/25 5 5 5 5 5 NPT=+0.15 \LSección E-E Ecs. 1/25 5 5 5 CIMENTACION ZAPATAS 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE A-A Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 1 1 1 1 1 1 1 1 VP-101 (.25x.35) VP-101 (.25x.35) VP-201 (.25x.35) VP-201 (.25x.35) 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B \LVP-102 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" Ø3/8"@ 0.20 1Ø1/2"@ 0.25 VP-205 (.25x.30) D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 \LVP-202 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE G-G Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B \LVP-104 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 \LVP-204 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS PORTICO EJE B-B 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 PORTICO EJE C-C 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE D-D Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 VP-101 (.25x.35) VP-101 (.25x.35) 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B \LVP-103 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 \LVP-203 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 3Ø1/2" 3Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 3Ø1/2" 3Ø1/2" 2 2 2 2 B B 2Ø3/4" 2Ø3/4" 5 2Ø5/8" 2Ø5/8" D D 5 5 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE F-F Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 3Ø1/2" 3Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 3Ø1/2" 3Ø1/2" 2 2 2 2 B B 2Ø3/4" 2Ø3/4" 5 2Ø5/8" 2Ø5/8" D D 5 5 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE E-E Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 2Ø3/4" 2Ø3/4" 3Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B E E A A 2Ø3/4"+3Ø5/8" 5 5 2Ø3/4" \LSec. E-E 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 3Ø1/2" 3Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 3Ø1/2" 3Ø1/2" 2 2 2 2 B B 2Ø3/4" 2Ø3/4" 5 2Ø5/8" 2Ø5/8" D D 5 5 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 Ø3/8"@ 0.20 2Ø1/2"@ 0.25 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø5/8" 2Ø5/8" 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" F F 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" G G \LSec. F-F 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H H H H H H H H H H H F F H H H H H H H H H H G G G G G G G G G G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 2Ø5/8" 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" F F G G H H H H H H H H H H F F H H H H H H H H H H G G G G G G G G G G 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-101 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-201 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" \LSec. F-F 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" \LSec. F-F 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-202 (0.25X0.30) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-202 (0.25X0.30) \LVP-202 (0.25X0.30) \LVP-202 (0.25X0.30) \LVP-202 (0.25X0.30) \LVP-202 (0.25X0.30) 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" I I 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" \LSec. I-I I I I I I I I I I I PORTICO EJE 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G F E D C B A 5 1 2 5 1 2 5 1 2 5 1 2 5 1 2 5 1 2 5 1 2 5 3 5 3 5 3 5 5 5 5 5 5 G F E D C B A Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø5/8" 2Ø5/8" 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" F F 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" G G \LSec. F-F 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H H H H H H H H H H H F F H H H H H H H H H H G G G G G G G G G G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 2Ø5/8" 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 2Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" F F G G H H H H H H H H H H F F H H H H H H H H H H G G G G G G G G G G 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" \LSec. F-F 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" \LSec. F-F 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" PORTICO EJE 2-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G F E D C B A 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 5 5 5 Ecs. 1/50 Ecs. 1/50 Ecs. 1/50 ALIGERADO 1º PISO Ecs. 1/50 Ecs. 1/50 Ecs. 1/50 \A1;Ecs. 1/50 Z-1 10 Ø 5/8"@0.21 5 Ø 5/8"@0.21 5 5 Z-2 11 Ø 5/8"@0.21 6 Ø 5/8"@0.21 5 5 5 5 Z-3 11 Ø 5/8"@0.21 11 Ø 5/8"@ 0.23 Z-4 5 5 11 Ø 5/8"@ 0.23 12 Ø 5/8"@ 0.22 5 5 Z-5 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 5 5 Z-6 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 5 5 5 5 5 5 Z-7 5 5 Z-8 5 5 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø1/2" 2Ø1/2" 2Ø1/2" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2 2 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø1/2" 5 5 2Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 H H H H H H H H G G G G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 5 5 2Ø1/2" 5 5 2Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" H H H H H H H H G G G G Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 \LVP-100 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-100 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-200 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS \LVP-200 (0.25X0.35) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 F E D 5 5 5 5 5 5 5 5 5 2 2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 2 2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2 2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 2 2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 2 2 5 3Ø1/2" 5 3Ø1/2" \LSec. 2-2 5 5 5 5 PORTICO EJE 3-3 \A1;Ecs. 1/50 \A1;Ecs. 1/50 \A1;Ecs. 1/50 \A1;Ecs. 1/50 \A1;Ecs. 1/50 \A1;Ecs. 1/50 \A1;Ecs. 1/50 Ø 3/8"; @ 0.20 2Ø1/2" 2Ø1/2" 2Ø1/2" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 A A Corte A-A Ø 3/8"; @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø1/2" 2Ø1/2" 2Ø1/2" B B 5 Corte B-B Ø 3/8"; @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 3Ø5/8" 2Ø1/2" 3Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 C C Ø 3/8"; @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 Corte C-C 3Ø5/8" 2Ø1/2" 3Ø5/8" 5 D D Corte D-D E E Ø 3/8"; @ 0.20 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 3Ø5/8" 2Ø1/2" 3Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Corte E-E Ø 3/8"; @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 F F Corte F-F 3Ø5/8" 2Ø1/2" 3Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 5 5 Ø 3/8"; @ 0.20 G G H H Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø1/2" 2Ø1/2" Ø 3/8"; @ 0.20 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø1/2" 2Ø1/2" 5 Ø 1/2"@ 0.20 6 Ø 1/2"@ 0.20 5 Ø 1/2"@ 0.20 6 Ø 1/2"@ 0.20 5 Ø 1/2"@ 0.20 6 Ø 1/2"@ 0.20 5 Ø 1/2"@ 0.20 6 Ø 1/2"@ 0.20 1 5 5 5 5 5 5 5 5 5 Ø 1/2"@ 0.20 Ø 3/8"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 Ø 3/8"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 5 2 3 4 5 6 7 8 9 10 11 12 13 5 5 5 5 5 5 5 Ø 3/8"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 5 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 14 15 16 17 18 19 5 5 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 9 Ø 1/2"@ 0.20 \W2.04491; TECHO \W2.04491; ALIGERADO TRAMO 01 Ecs. 1/20 TRAMO 02 Ecs. 1/20 TRAMO 03 Ecs. 1/20 + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : T = 1.27 Kg/cm² : r = 7.00 cm. MINIMO CAPACIDAD PORTANTE DEL TERRENO ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS CUADRO DE COLUMNAS C-1 C-2 6 Ø DE 5/8" Est. Ø 3/8" : 1@ 0.05; 4@0.10; 3@0.15; Rto @ 0.20 6 Ø DE 1/2" 0.34 0.19 Estribos de Fierro de Ø 3/8" Grado - 60 segun diseño. Est. 0.25 0.25 0.40 0.25 + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS 5 \A1;S d 1/4" @.15 <> DETALLE DE ALIGERADO DET. DOBLE VIGUETA .30 5 ACERO TEMPERATURA Ø 1/4" @ .20 2 d 3/8" 5 ESC. 1:10 5 ESC. 1:10 5 5 5 5 5 5 5 Columnas ....................................... 24 horas mìnimo. Fondo de vigas y losa alig. ........................ 20 dias mìnimo Lateral de vigas y losas ............................... 24 horas mìnimo Armaduras ........................................ - no deben soldarse. Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. DESENCOFRADO 15.00 6.00 3/8 " ARMADURAS LONGITUDINALES DETALLE DE DOBLEZ EN EN ESTRIBOS 25.00 20.00 10.00 8.00 5/8 " 1/2 " 5 D L 5 D L L (cm.) D (cm.) 10.00 4.00 1/4 " DIAMETRO CUADRO PARA DOBLEZ DE ARMADURA 0.45 0.55 0.70 L ( mts ) EN COLUMNAS 1/2 " 3/4 " 5/8 " DIAMETRO CUADRO DE EMPALME COLUMNAS EN ULTIMO TECHO L DETALLE DE ANCLAJE DE L adicionales L adicional SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.27 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS Columnas ....................................... 24 horas mìnimo. Fondo de vigas y losa alig. ........................ 20 dias mìnimo Lateral de vigas y losas ............................... 24 horas mìnimo Armaduras ........................................ - no deben soldarse. Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. DESENCOFRADO H b a h a b H h Ø Z-1 Z-2 1.00 2.00 1.60 0.50 1.20 2.35 CUADRO DE ZAPATAS Z-4 2.35 2.40 Z-3 2.20 2.35 15.00 6.00 3/8 " ARMADURAS LONGITUDINALES DETALLE DE DOBLEZ EN EN ESTRIBOS 25.00 20.00 10.00 8.00 5/8 " 1/2 " 5 D L 5 D L L (cm.) D (cm.) 10.00 4.00 1/4 " DIAMETRO CUADRO PARA DOBLEZ DE ARMADURA Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 4@0.10; 3@0.15; Rto @ 0.20 C-3 4 Ø DE 1/2" 0.25 0.25 Est. Ø 3/8" : 1@ 0.05; 4@0.10; 3@0.15; Rto @ 0.20 0.19 0.19 Estribos de Fierro de Ø 3/8" Grado - 60 segun diseño. Est. C-1 C-2 C-3 Z-5 2.05 2.20 Z-6 2.30 2.45 Z-7; Z-8 1.10 1.20 2.00 0.60 1.60 0.50 1.60 0.50 1.60 0.50 1.60 0.50 1.60 0.50 10 Ø 5/8"@0.21 5 Ø 5/8"@0.21 11 Ø 5/8"@0.21 6 Ø 5/8"@0.21 11 Ø 5/8"@0.21 11 Ø 5/8"@ 0.23 11 Ø 5/8"@ 0.23 12 Ø 5/8"@ 0.22 10 Ø 5/8"@ 0.21 10 Ø 5/8"@ 0.23 11 Ø 5/8"@ 0.22 12 Ø 5/8"@ 0.21 5 Ø 1/2"@ 0.20 6 Ø 1/2"@ 0.20 DETALLE CONFINAMIENTO DE TABIQUERIA VIGA PRINCIPAL 5 5 Max. @3.00 mt COLUMNA PRINCIPAL CA (0.15x0.25) COLUMNA PRINCIPAL CA (0.15x0.25) A A A A VA (0.15x0.20) Junta Separación e=1" rellenar con tecnopor B B CA(0.15x0.25) Corte A-A VA(0.15x0.25) Est.d 1/4" 1@0.05 4d3/8" Corte B-B 2@0.10,1@0.15 rto @ 0.20 5 5 5 Est.d 1/4" 1@0.05 4d3/8" 2@0.10,1@0.15 rto @ 0.20 LABORATORIO SALA DE DILATACION OBSTETRICO SALA DE RECUPERACION DEPOSITO CONSULTORIO VACIO PASADIZO VACIO DEP. S.H. ESPERA ESPERA S.H.-V S.H.-D VESTUARIO VESTUARIO ADMISION C C LABORATORIO SALA DE DILATACION OBSTETRICO SALA DE RECUPERACION DEPOSITO CONSULTORIO VACIO PASADIZO VACIO DEP. ESPERA ESPERA S.H.-V S.H.-D VESTUARIO VESTUARIO ADMISION 5 5 1 2 3 ESPECIFICACIONES TÉCNICAS 1 Solado de Concreto 1:12 C:H e=4" 2Ø1/2" 2Ø1/2" 2 2 E E 2Ø5/8" 2Ø5/8" 5 5 2Ø1/2" 5 2Ø1/2" \LSec. 2-2 5 5 5 5 5 Ø 3/8"; @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 NPT=+0.15 FALSO PISO 2Ø5/8" 5 5 2Ø5/8" \LSec. E-E 5 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" Ø3/8"@ 0.20 1Ø1/2"@ 0.25 D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 5 5 5 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 Solado de Concreto 1:12 C:H e=4" 2Ø1/2" 2Ø1/2" 2 2 E E 2Ø5/8" 2Ø5/8" 5 5 2Ø1/2" 5 2Ø1/2" \LSec. 2-2 5 5 5 5 5 Ø 3/8"; @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 NPT=+0.15 FALSO PISO 2Ø5/8" 5 5 2Ø5/8" \LSec. E-E 5 5 5 5 5 NPT=+0.15 5 5 5 5 5 FALSO PISO Solado de Concreto 1:12 C:H e=4" Solado de Concreto 1:12 C:H e=4" Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 1 1 1 1 1 1 1 2Ø3/4" 2Ø3/4" 2Ø5/8" 1Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 5 5 2Ø5/8" B B A A A A 2Ø3/4"+2Ø5/8" 5 5 2Ø3/4" \LSec. A-A 2Ø3/4" 5 5 2Ø3/4"+1Ø5/8" \LSec. B-B 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 5 5 2Ø5/8" 2Ø5/8" Ø3/8"@ 0.20 1Ø1/2"@ 0.25 D D C C 4 Ø 5/8" 5 5 2Ø3/4" \LSec. C-C 2Ø3/4" 5 5 3Ø5/8" \LSec. D-D D D C C C C 5 1Ø5/8" 5 5 1Ø5/8" 5 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 5 5 5 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 2Ø5/8" 2Ø5/8"+1Ø1/2" 1 Solado de Concreto 1:12 C:H e=4" 2Ø1/2" 2Ø1/2" 2 2 E E 2Ø5/8" 2Ø5/8" 5 5 2Ø1/2" 5 2Ø1/2" \LSec. 2-2 5 5 5 5 5 Ø 3/8"; @ 0.20 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 NPT=+0.15 FALSO PISO 2Ø5/8" 5 5 2Ø5/8" \LSec. E-E Ø3/8"@ 0.20 2Ø1/2"@ 0.25 Ø3/8"@ 0.20 2Ø1/2"@ 0.25 Ø3/8"@ 0.20 2Ø1/2"@ 0.25 Ø3/8"@ 0.20 2Ø1/2"@ 0.25 Doble Vigueta VA-100 (0.25X0.20) VP-100 (0.25X0.35) VP-100 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-101 (0.25X0.35) VP-102 (0.25X0.50) VP-102 (0.25X0.50) VP-102 (0.25X0.50) VP-103 (0.25X0.50) VP-103 (0.25X0.50) VP-103 (0.25X0.50) VP-104 (0.25X0.50) VA-100 (0.25X0.20) VP-200 (0.25X0.35) VP-200 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-201 (0.25X0.35) VP-205 (0.25X0.35) VP-205 (0.25X0.35) VP-205 (0.25X0.35) VP-205 (0.25X0.35) VP-205 (0.25X0.35) VP-205 (0.25X0.35) VP-202 (0.25X0.50) VP-202 (0.25X0.50) VP-202 (0.25X0.50) VP-202 (0.25X0.50) VP-202 (0.25X0.50) VP-202 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-203 (0.25X0.50) VP-204 (0.25X0.50) VP-204 (0.25X0.50) VA-101 (0.25X0.20) VA-100 (0.25X0.20) VA-101 (0.25X0.20) Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" VP-103 (0.25X0.50) VP-103 (0.25X0.50) VP-103 (0.25X0.50) ok ok VA-100 (.25x.20) \LVA-101 (0.25X0.20) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VP-101 (.25x.35) VP-101 (.25x.35) VP-201 (.25x.35) VP-201 (.25x.35) \LVP-102 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VP-205 (.25x.30) \LVP-202 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VA-100 (.25x.20) \LVA-101 (0.25X0.20) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VP-101 (.25x.35) VP-101 (.25x.35) VP-201 (.25x.35) VP-201 (.25x.35) \LVP-102 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VP-205 (.25x.30) \LVP-202 (0.25X0.50) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VA-100 (.25x.20) \LVA-101 (0.25X0.20) Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS VP-201 (.25x.35) VP-201 (.25x.35) VP-205 (.25x.30) VP-200 (.25x.35) VA-100 (.25x.20) VP-101 (.25x.35) \LVP-103 (0.25X0.50) \LVP-203 (0.25X0.50) VP-201 (.25x.35) VP-201 (.25x.35) VP-205 (.25x.30) VP-200 (.25x.35) VA-100 (.25x.20) VP-101 (.25x.35) \LVP-103 (0.25X0.50) \LVP-203 (0.25X0.50) VP-201 (.25x.35) VP-201 (.25x.35) VP-205 (.25x.30) VP-200 (.25x.35) VA-100 (.25x.20) VP-101 (.25x.35) VP-201 (.25x.35) VP-201 (.25x.35) VP-205 (.25x.30) VP-101 (.25x.35) VP-101 (.25x.35) VP-101 (.25x.35) \LVP-101 (0.25X0.35) \LVP-101 (0.25X0.35) \LVP-101 (0.25X0.35) \LVP-101 (0.25X0.35) \LVP-101 (0.25X0.35) \LVP-101 (0.25X0.35) \LVP-201 (0.25X0.35) \LVP-201 (0.25X0.35) \LVP-201 (0.25X0.35) \LVP-201 (0.25X0.35) \LVP-201 (0.25X0.35) \LVP-201 (0.25X0.35) ok ok ok ok ok ok ok ok ok ok Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 Ø 3/8"; @ 0.20 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 3Ø5/8" 2Ø1/2" 3Ø5/8" 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 1 1 Ø 3/8"; 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Rto @ 0.20 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø5/8" F 2Ø5/8"+1Ø1/2" 5 5 2Ø5/8" G G \LSec. F-F 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 5 2Ø5/8"+1Ø1/2" 5 2Ø5/8"+1Ø1/2" 2Ø5/8" \LSec. 1-1 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H H H H H H H G G 2Ø5/8" 5 5 2Ø5/8" \LSec. G-G 2Ø5/8"+2Ø1/2" 5 5 2Ø5/8" \LSec. H-H Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS Ø 3/8"; 2 @ 0.05, 3 @ 0.10, 3 @ 0.15, Rto @ 0.25 AMBAS CARAS 5 5 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 5 C B A 5 5 5 5 5 Solado de Concreto 1:12 C:H e=4" 5 5 5 Solado de Concreto 1:12 C:H e=4" \LVA-100 (0.25X0.25) \LVA-100 (0.25X0.25) PORTICO EJE 3-3 \A1;Ecs. 1/50 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 Ø3/8"@ 0.20 1Ø1/2"@ 0.25 5 5 5 5 5 LABORATORIO SALA DE DILATACION SALA DE RECUPERACION DEPOSITO CONSULTORIO VACIO PASADIZO VACIO DEPOSITO S.H. ESPERA ESPERA S.H.-V S.H.-D VESTUARIO VESTUARIO 1 2 3 4 5 6 7 8 9 10 ADMISION PISO CERAMICO (0.40 x 0.40) PISO CERAMICO (0.40 x 0.40) PISO CERAMICO (0.40 x 0.40) ALTO TRANSITO S.U.M. PASADIZO S.H. S.H. ADMINISTRACION ASISTENCIA SOCIAL CONSULTORIO DENTAL ESPERA PASADIZO VACIO N.P.T. + 3.20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 1 2 A B C D E F G G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 A B C D E F G G F E D C B A 5 5 1 2 3 V-4 S.H.-V S.H.-D 5 5 SALA DE PARTOS (ALMACEN) COLUMNETAS 2º PISO Ecs. 1/50 CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA COLUMNETAS 1º PISO Ecs. 1/50 CA CA propuesta de columnets segun rigides se propone una estructura mixta aporticada y albañileria por que las luces son cortas en el eje 3-3

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, concrete, DWG, formwork, health, health post, post, reinforced concrete, schalung, stahlbeton, structure, structures

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