Estructuras Coliseo Qhapaq ?An DWG Block for AutoCAD

Estructuras Coliseo Qhapaq ?An DWG Block for AutoCAD

Los planos de estructuras del nuevo coliseo Qhapaq ?an en la ciudad de Cajamarca

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

var., cut rr, beams :, cut mm, cut nn, cut pp, improvement with over, cut qq, cut gg, cut ff, cut hh, cut i – i, cut kk, cut jj, columneta ca, cut a – a, cut ee, beam goes, ladder, warehouse, delivery and recep., books, court b – b, computer room, court c – c, court dd, axis m – m, address, staff room, library, k – k axis, delivery, delivery of books, h any, reinforcement, values ​​of m, length of joint in beams, lower, upper, coatings, columns, banked beams, flat beams, slabs and lightened, specifications, steel reinforcement, joints between courses, mortar, masonry, percentage of gaps, footings, reinforced concrete, reinforced concrete, foundations, overlays, flooring, simple concrete, portland cement, foundations: type ms, admissible pressure, false floor, columns and sills, filling, modified proctor., footings, reinforced surplus, columns, beams, lightened, reinforced concrete porticos and confined bañileria, b.- parameters to define seismic force, c.- maximum displacement of the ult.nivel and maximum, or design spectrum :, relative to the mezzanine, a.- seismic-resistant structural system :, seismic resistant parameters, use block of expanded polystyrene, or hollow brick, type i, detail of concrete railing, axis l – l, lightened roof, axles: h, i, note: axes b, d, f, do not carry, foundation beam, lintel, lightweight slab, foundation, beam, column ø, covering, beam ø, ø estrib., standard hooks, in stirrups, axis: j, others: type i, running shoe, foundation beam, overc. armed, overburden, armed, shoe, run, symbol, description, overlapping splices for columns, considering area of ​​efforts, high, but splicing, low efforts, considering zone, confinement zone, splices outside, parts, trying to do, splicing in different, reinforcement spacing within knots, tip., front, back, parapet, library-others, joist

Raw text data extracted from CAD file:

1.60 \A1;1.30 \A1;.75 \A1;1.00 \A1;.30 \A1;1.00 \A1;3.125 \A1;3.125 .80 .35 .35 .20 Var. 0.40 a 0.20 .20 .50 .20 .50 .20 .50 \A1;.30 .25 .35 .25 .25 .25 .25 .25 .25 .40 \A1;3.125 \A1;3.125 \A1;3.125 \A1;3.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.200 \A1;2.100 \A1;3.125 \A1;.30 \A1;.30 \A1;4.125 \A1;4.200 \A1;.30 \A1;2.225 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;3.125 \A1;3.900 .50 .50 .50 1.00 .50 .50 .50 .50 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 1.30 1.30 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 1.30 1.30 1.30 1.30 .50 .50 .50 1.00 1.00 .50 .50 .50 .50 .50 .50 .50 .50 .50 1.00 1.00 1.00 \A1;2.225 .50 1.00 1.00 .50 1.00 .50 .50 .50 .50 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 1.30 1.30 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 .50 1.30 1.30 1.30 1.30 .50 .50 .50 1.00 1.00 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 1.00 .50 .50 .50 .50 .50 .50 1.30 1.30 1.30 1.30 1.30 1.30 .50 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.00 1.00 1.00 1.00 Var. 1.00 1.00 1.00 Var. 1.00 1.00 1.30 1.30 1.30 1.30 1.30 1.30 1.30 .80 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 Var. 1.00 1.00 1.00 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.200 \A1;2.100 \A1;3.125 \A1;.30 \A1;.30 \A1;4.125 \A1;4.200 \A1;.30 \A1;2.225 \A1;4.125 \A1;4.125 \A1;3.125 \A1;3.125 \A1;3.125 \A1;3.125 \A1;3.900 \A1;2.225 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;3.125 \A1;1.025 \A1;1.025 \A1;1.025 \A1;1.025 \A1;1.025 \A1;1.025 \A1;1.025 \A1;1.025 1.00 1.00 .35 .20 Var. 0.40 a 0.20 .20 .40 .20 .40 .80 \A1;.30 \A1;1.00 \A1;.30 \A1;3.125 \A1;3.125 .35 .25 .25 .25 .25 .25 .35 .25 .35 .35 .20 Var. 0.40 a 0.20 .20 .40 .20 .40 \A1;1.00 \A1;.30 .80 \A1;1.00 \A1;.30 \A1;3.125 \A1;3.125 .25 .35 .25 .25 .25 .25 .25 .25 .35 .80 .35 .35 \A1;.30 \A1;3.125 \A1;3.125 .20 .20 .40 .20 .40 \A1;1.00 \A1;.30 .25 .25 .30 .25 .25 .20 .40 .35 \A1;3.125 \A1;4.200 \A1;3.125 \A1;4.125 \A1;2.90 \A1;2.90 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;.90 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 .25 .15 .15 .24 .17 \A1;2.100 \A1;4.200 \A1;2.100 \A1;3.125 \A1;.35 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;3.89 \A1;3.89 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;4.125 \A1;4.125 .30 .20 .25 .35 .17 \A1;.90 \A1;3.125 \A1;.30 \A1;.30 \A1;3.125 \A1;.35 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;3.89 \A1;3.89 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;.90 \A1;4.125 \A1;4.125 \A1;4.200 \A1;2.100 \A1;3.125 \A1;.30 \A1;.30 .20 .40 .35 .25 .15 .15 .24 .17 .20 .20 .17 .075 .075 .12 \A1;4.125 .20 .40 .35 \A1;.35 \A1;2.90 \A1;2.90 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;.90 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;.35 \A1;4.125 \A1;4.125 \A1;4.125 \A1;4.125 \A1;3.89 \A1;3.89 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;.90 .30 .20 .25 .35 .17 .25 .15 .15 .24 .17 \A1;.35 \A1;.90 \A1;.90 \A1;1.000 \A1;2.125 \A1;.35 \A1;4.125 \A1;4.125 \A1;4.125 \A1;2.000 \A1;3.89 \A1;3.89 \A1;.40 \A1;.40 \A1;2.80 \A1;2.80 \A1;.05 \A1;.90 \A1;3.125 .20 .40 .35 .20 .17 .075 .075 .25 .15 .15 .24 .17 .20 .12 \A1;.50 \A1;.30 \A1;.20 \A1;2.00 \A1;2.40 \A1;.30 \A1;.20 \A1;.50 \A1;.30 \A1;.20 \A1;.50 \A1;2.70 \A1;.30 \A1;.20 \A1;.50 \A1;.30 \A1;.20 \A1;.50 \A1;1.45 \A1;.35 \A1;.35 .35 .20 Var. 0.40 a 0.20 .20 .40 .20 .40 \A1;1.00 \A1;.30 \A1;3.125 \A1;3.125 \A1;.30 .80 \A1;.30 \A1;.20 \A1;.50 .25 .35 .25 .25 .25 .25 .25 .35 .17 .25 .15 .25 . .35 \A1;1.00 \A1;.30 \A1;3.125 \A1;3.125 \A1;.30 .80 \A1;.30 \A1;.20 \A1;.50 .25 .35 .25 .25 .35 .30 .50 1.00 1.00 .20 .20 .30 .20 .30 0.25 0.25 \A1;.30 \A1;.50 \A1;6.70 \A1;.30 \A1;2.40 \A1;.30 \A1;.60 \A1;6.50 \A1;.30 \A1;2.70 \A1;.30 \A1;.50 \A1;7.40 \A1;.30 \A1;1.70 \A1;.30 \A1;3.50 \A1;.30 \A1;.30 \A1;.50 \A1;2.40 \A1;6.70 \A1;.30 \A1;.60 \A1;2.70 \A1;6.50 \A1;.30 \A1;.30 \A1;.50 \A1;2.40 \A1;6.70 \A1;.30 \A1;.50 \A1;6.40 \A1;.30 \A1;.50 \A1;6.40 \A1;.30 \A1;3.50 \A1;.30 \A1;3.50 \A1;.30 \A1;.60 \A1;6.50 \A1;.30 \A1;6.40 \A1;.25 \A1;.20 \A1;.15 \A1;4.20 \A1;.25 \A1;1.50 \A1;.15 \A1;.15 \A1;1.90 \A1;.15 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;1.40 \A1;.15 \A1;.15 \A1;8.75 \A1;9.00 \A1;.25 \A1;.25 \A1;8.75 \A1;.20 \A1;8.80 \A1;.20 \A1;8.80 \A1;9.00 \A1;8.85 \A1;8.05 \A1;.15 \A1;8.85 \A1;.15 \A1;4.45 \A1;.25 \A1;.25 \A1;8.50 \A1;.25 \A1;.25 \A1;4.45 \A1;.15 \A1;.15 \A1;8.75 \A1;9.00 \A1;.25 \A1;4.35 \A1;.25 \A1;.20 \A1;.20 \A1;8.80 \A1;9.00 \A1;4.30 \A1;8.40 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;8.65 \A1;4.30 \A1;8.55 \A1;.25 \A1;.10 \A1;3.30 \A1;2.00 \A1;1.30 \A1;6.50 \A1;8.55 \A1;3.30 \A1;.10 \A1;2.00 \A1;1.30 \A1;6.50 \A1;.25 \A1;2.00 \A1;6.40 \A1;8.55 \A1;3.30 \A1;.10 \A1;1.30 \A1;.30 \A1;2.25 \A1;1.55 \A1;7.20 \A1;4.10 \A1;2.00 \A1;.10 \A1;.25 \A1;.10 \A1;2.00 \A1;.25 \A1;.10 \A1;.30 \A1;.30 \A1;.25 \A1;8.55 \A1;.10 \A1;.25 \A1;3.30 \A1;3.30 \A1;3.30 \A1;.25 \A1;6.40 \A1;.25 \A1;.10 \A1;8.55 \A1;.10 \A1;.15 \A1;3.30 \A1;.10 \A1;3.30 \A1;8.55 \A1;.15 \A1;3.35 \A1;.075 \A1;.075 \A1;.075 \A1;.075 \A1;2.35 \A1;.075 \A1;.075 \A1;2.50 \A1;.80 \A1;8.60 \A1;8.70 \A1;8.75 \A1;.25 \A1;.20 \A1;.60 \A1;4.45 \A1;.25 \A1;.25 \A1;8.60 \A1;.25 \A1;.25 \A1;1.40 \A1;.25 \A1;.20 \A1;.80 \A1;9.00 \A1;.60 \A1;9.00 \A1;4.80 \A1;4.55 \A1;.15 \A1;.80 \A1;9.00 \A1;.15 \A1;.60 \A1;9.00 \A1;8.80 \A1;.20 \A1;.20 \A1;5.05 \A1;3.00 \A1;.30 \A1;.30 \A1;.30 \A1;4.30 \A1;.30 \A1;5.60 \A1;.20 \A1;5.90 \A1;.20 \A1;4.60 \A1;.20 \A1;6.40 \A1;.20 \A1;2.10 \A1;5.90 \A1;.20 \A1;.30 \A1;.30 \A1;5.60 \A1;3.00 \A1;.30 \A1;.30 \A1;.20 \A1;4.60 \A1;.20 \A1;6.40 \A1;4.30 \A1;.20 \A1;2.10 \A1;3.00 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;5.60 \A1;5.90 \A1;4.30 \A1;.20 \A1;.20 \A1;4.60 \A1;2.10 \A1;4.30 \A1;1.05 \A1;2.30 \A1;.15 \A1;.30 \A1;1.15 \A1;2.25 \A1;.15 \A1;.30 \A1;.20 \A1;4.35 \A1;5.40 \A1;.20 \A1;.20 \A1;5.90 \A1;.20 \A1;.30 \A1;.30 \A1;5.60 \A1;3.00 \A1;.30 \A1;.30 \A1;.20 \A1;4.60 \A1;.20 \A1;6.40 \A1;4.30 \A1;.20 .17 .15 .15 \A1;5.85 \A1;8.05 \A1;.30 \A1;2.35 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;5.60 \A1;4.30 \A1;2.05 \A1;.10 \A1;.10 \A1;5.40 \A1;.20 \A1;.20 \A1;9.00 \A1;6.40 \A1;6.40 \A1;2.875 \A1;2.85 \A1;1.20 \A1;.15 \A1;9.00 \A1;8.45 \A1;8.45 \A1;4.35 \A1;9.00 \A1;7.21 \A1;X + 2.02 \A1;8.75 \A1;3.30 \A1;X + 2.43 \A1;5.80 \A1;X + 2.83 \A1;X \A1;X \A1;Y \A1;X \A1;2.50+Y \A1;.15 \A1;2.85 \A1;2.10 \A1;.15 Var. \A1;X+1.30 \A1;.15 \A1;Y \A1;9.00 \A1;8.90 \A1;8.90 \A1;2.40 \A1;.15 \A1;4.35 2Ø3/8" P P Q Q 5 1Ø5/8" 2Ø3/4" 2Ø3/4"+2Ø3/4" 2Ø3/4" M M 5 5 2 Ø3/4"+1Ø5/8" 2 Ø3/4" 5 5 Columna C2 Columna C2 Columna C2 Columna C2 5 Ø3/8":2@.05,5@.10,r@.20 (25x35) 5 5 Ø3/8":1@.05,7@.10,r@.25 (25x35) 5 CORTE R-R Ø3/8":2@.05,5@.10,r@.20 5 2Ø5/8" 2Ø5/8" 5 4Ø5/8"+1Ø3/4" 1Ø3/4" VIGAS: CORTE R1-R1 Ø3/8":1@.05,7@.10,r@.20 5 5 4 Ø5/8" 2Ø5/8" 2Ø5/8" VIGAS: CORTE R1'-R1' Ø3/8":1@.05,7@.10,r@.20 5 5 4 Ø5/8" + 1 Ø1/2" 2Ø5/8" 2Ø5/8" VIGAS: 1Ø1/2" CORTE M-M Ø3/8":1@.05,7@.10,r@.20 8Ø3/4"+2Ø3/8" VIGAS: CORTE N-N 5 Ø3/8":2@.05,7@.10,r@.20 5 Var. 0.40 a 0.20 2Ø3/4" 2Ø3/4" 2Ø3/4" 2Ø3/8" 6Ø3/4"+2Ø3/8" 5 5 5 2Ø3/4" 2Ø3/4" 2Ø3/4" 2Ø3/8" CORTE P-P Ø3/8":1@.05,7@.10,r@.20 4Ø3/4"+1Ø5/8"+2Ø3/8" 5 5 5 2Ø3/4" 2Ø3/4" 2Ø3/8" VIGAS: VIGAS: 1Ø5/8" 2Ø3/4" Ø3/8":1@.05,7@.10,r@.20 (25x50) EJES: B, D, F, 3, 4 Esc. : 1/50 V-10B,10D,10F V-103,104 V-10B,10D,10F V-103,104 V-10B,10D,10F V-103,104 V-20B,20D,20F V-203,204 V-20B,20D,20F V-203,204 V-20B,20D,20F V-203,204 d 1/2"@.20 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' d 1/2"@.20 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' d 1/2"@.20 2Ø3/4" Ø3/8":2@.05,7@.10,r@.20 (25xVar.) 2Ø3/4"+2Ø3/4" 2Ø3/4" N N CORTE Q-Q Ø3/8":1@.05,7@.10,r@.20 5Ø3/4" + 2Ø3/8" 5 5 5 2Ø3/4" 2Ø3/4" 2Ø3/8" 1Ø3/4" VIGAS: V-10B,10D,10F V-103,104 N.V.T. 2011.65 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 5/8" 2Ø 5/8" R1 R1 R1 R1 2Ø 5/8" 2Ø 5/8" R1' R1' 2Ø5/8"+1Ø1/2" R R 2Ø5/8"+1Ø3/4" 2Ø5/8" 5 1 2 3 4 5 6 5 5 5 5 5 E F K M 5 5 5 5 5 G 5 5 D 5 C 5 B 5 A 5 E F 5 5 5 I 5 D 5 C 5 B 5 A 5 K M 1 2' 5 5 4 5 6 5 5 J I H H G 5 L 5 5 L 5 1' 5 Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca Ca VS-10G (25X40) VS-10G (25X40) V-10 I (25xVar.) VS-10H (25x40) VS-10H (25x40) VS-10 I (25x40) VS-10 I (25x40) V-10 2' (25x40) C C V-10 2' (25x40) VS-1 (15x20) V-10J (30x20) V-10J (30x20) V-10J (30x20) V-10G (25xVar.) V-10H (25xVar.) V-101 (25x40) Superior V-101 (25X40) V-101 (25X40) V-101 (25X40) V-10M (25x40) A A V-10M (25x40) A A V-10M (25x40) A A V-10M (25x40) A A V-10M (25x40) A A V-10 L (30x20) V-10 K (25x40) C C B B V-10 L (30x20) V-10 K (25x40) C C B B V-10 L (30x20) V-10 K (25x40) C C B B V-10 L (30x20) V-10 K (25x40) C C B B V-10 L (30x20) V-10 K (25x40) C C B B 1Ø1/2" 5 1Ø1/2" 5 1Ø1/2" 5 5 1Ø1/2" 1Ø3/8" 5 5 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 5 5 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 5 1Ø1/2" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø3/8" 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 5 5 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" VS-106 (25x40) VS-106 (25x40) VS-105 (25x40) VS-105 (25x40) V-104 (25x50) V-104 (25x50) V-103 (25X50) V-103 (25X50) VS-102 (25x40) VS-102 (25x40) V-106 (25xVar.) V-105 (25xVar.) V-104 (25xVar.) V-103 (25xVar.) V-102 (30x20) 5 5 5 D D D D D D 1Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 5 5 V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A 1Ø1/2" 1Ø3/8" 5 5 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 5 5 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 5 5 1Ø1/2" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø3/8" 5 5 5 5 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 5 5 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø3/8" 5 5 1Ø1/2" 1Ø3/8" 1Ø1/2" 1Ø3/8" 5 5 5 5 V-10 1' (30x20) V-101 (25x40) V-10 2' (25x40) V-b1 D D C C B B A A 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 5 V-10F (25x50) V-10F (25x50) VS-10C (25x40) VS-10C (25x40) VS-10A (25x40) VS-10A (25x40) V-10B (25x50) V-10B (25x50) V-10A (25xVar.) V-10B (25xVar.) V-10C (25xVar.) V-10D (25x50) V-10D (25x50) V-10D (25xVar.) VS-10E (25x40) VS-10E (25x40) V-10E (25xVar.) V-10F (25xVar.) i = 30 % 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2" Var. 1Ø1/2" 5 1Ø1/2" 5 1Ø1/2" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2" 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 2Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2+1Ø3/8" 5 1Ø1/2" 5 1Ø1/2" 1Ø1/2" 5 5 5 Var. 5 1Ø1/2" 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 1Ø1/2" Var. 1Ø1/2" 1.00 1Ø1/2" 1Ø1/2" 1Ø1/2" 2Ø3/8" 2Ø3/8" 1Ø1/2" 5 1 2 3 4 5 6 5 5 5 5 5 E F K M 5 5 5 5 5 G 5 5 D 5 C 5 B 5 A 5 E F 5 5 I 5 D 5 C 5 B 5 A 5 K M 1 2' 5 5 4 5 6 5 5 J I H H G 5 L 5 5 L 5 1' 5 V-20 I (25x35) V-20 2' (25x35) C1 C1 V-20 2' (25x35) V-20J (25x35) V-20J (25x35) V-20J (25x35) V-20G (25x35) V-20H (25x35) V-201 (25x35) V-20M (25x35) A1 A1 V-20M (25x35) A1 A1 V-20M (25x35) A1 A1 V-20M (25x35) A1 A1 V-20M (25x35) A1 A1 V-20 L (25x35) V-20 K (25x35) C1 C1 B1 B1 V-20 L (25x35) V-20 K (25x35) C1 C1 B1 B1 V-20 L (25x35) V-20 K (25x35) C1 C1 B1 B1 V-20 L (25x35) V-20 K (25x35) C1 C1 B1 B1 V1-20 L (25x35) V1-20 K (25x35) V-204 (25x35) V-204 (25x50) V-203 (25X35) V-203 (25X50) V-202 (25x35) V-202 (25x17) V-206 (25x35) V-205 (25x35) V-204 (25x35) V-203 (25x35) 5 D1 D1 D1 D1 D1 D1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b2 D1 D1 C1 C1 B1 B1 A1 A1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b2 D1 D1 C1 C1 B1 B1 A1 A1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b2 D1 D1 C1 C1 B1 B1 A1 A1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b1 D1 D1 C1 C1 B1 B1 A1 A1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b2 D1 D1 C1 C1 B1 B1 A1 A1 V-20 1' (25x35) V-201 (25x35) V-20 2' (25x35) V-b2 D1 D1 C1 C1 B1 B1 A1 A1 V-20F (25x35) V-20F (25x35) V-20B (25x35) V-20B (25x35) V-20A (25x35) V-20B (25x35) V-20C (25x35) V-20D (25x35) V-20D (25x35) V-20D (25x35) V-20E (25x35) V-20F (25x35) 5 5 5 5 5 5 5 5 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-202 (25x35) V-201 (25x35) V-203 (25x35) V-204 (25x35) V-205 (25x35) V-206 (25x35) i = 30 % i = 30 % V-b2 V-b2 V-b2 V-b2 V-b2 V-b2 D1 D1 D1 D1 D1 D1 V-201 (25x35) V-201 (25x35) V-b2 D1 D1 V-b2 D1 D1 V-201 (25x35) V-b2 D1 D1 V-20M (25x35) V-20L (25x35) V-20K (25x35) V-20 I (25x35) V-20H (25x35) V-20G (25x35) V-20J (25x35) V-20F (25x35) V-20E (25x35) V-20D (25x35) V-20C (25x35) V-20B (25x35) V-20A (25x35) V2 (30x17) VS-205 (25x35) Sup. VS-205 (25x35) Inf. VS-205 (25x35) Sup. VS-205 (25x35) Inf. VS-206 (25x35) Sup. VS-206 (25x35) Inf. VS-206 (25x35) Sup. VS-206 (25x35) Inf. V-20 1' (25x35) B1 B1 V2 (30x17) VS-20 I (25x35) Sup. VS-20 I (25x35) Inf. VS-20 I (25x35) Sup. VS-20 I (25x35) Inf. VS-20H (25x35) Sup. VS-20H (25x35) Inf. VS-20H (25x35) Sup. VS-20H (25x35) Inf. VS-20G (25x35) Sup. VS-20G (25x35) Inf. VS-20G (25x35) Sup. VS-20G (25x35) Inf. VS-20E (25x35) Sup. VS-20E (25x35) Inf. VS-20E (25x35) Sup. VS-20E (25x35) Inf. VS-20C (25x35) Sup. VS-20C (25x35) Inf. VS-20C (25x35) Sup. VS-20C (25x35) Inf. VS-20A (25x35) Sup. VS-20A (25x35) Inf. VS-20A (25x35) Sup. VS-20A (25x35) Inf. V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 D1 D1 V-b2 V-b2 V-b2 D1 D1 D1 D1 D1 D1 i = 30 % i = 30 % i = 30 % V1-20 2' (35x17) V-20 1' (25x35) 5 5 1Ø1/2" CORTE I4 - I4 Ø3/8":2@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 1Ø5/8" + 4Ø1/2" CORTE I1 - I1 Ø3/8":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" CORTE G-G Ø3/8":1@.05,5@.10,r@.20 3Ø5/8"+3Ø1/2" VIGAS: CORTE F-F 5 Ø3/8":2@.05,7@.10,r@.20 5 Var. 0.40 a 0.20 2Ø5/8" 1Ø5/8" 2Ø1/2" 3Ø5/8"+ 3Ø1/2 5 5 5 2Ø5/8" 2Ø1/2" CORTE H-H Ø3/8":1@.05,5@.10,r@.20 2Ø5/8"+ 2Ø1/2" 5 5 5 2Ø5/8" 2Ø1/2" VIGAS: VIGAS: 1Ø1/2" 1Ø1/2" CORTE I - I Ø3/8":1@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 4Ø1/2" 1Ø5/8" 1Ø5/8" V-10A,10G,106 V-10A,10G,106 V-10A,10G,106 V-20A,20G,206 (inferior) VIGAS: V-20A,20G,206 (superior) VIGAS: V-20A,20G,206 5 5 Ø3/8":2@.05,5@.10,r@.20 (25x35) 2' 1' 1 5 5 N.M.Z. = 2009.20 N.M.Z. = 2948.58 N.F.Z. = 2949.48 EJES: A, G, 6 Esc. : 1/50 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' N.V.T. 2011.65 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 1/2" 2Ø 1/2" I 1 I 1 I 1 I 1 2Ø 1/2" 2Ø 1/2" I 1 I 1 2Ø1/2" I 4 I 4 2Ø1/2"+1Ø5/8" 2Ø1/2" H H H H 2Ø5/8" 2Ø5/8"+1Ø5/8" G 2Ø1/2" Columna C1 Columna C1 5 Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C3 Ø3/8":2@.05,7@.10,r@.20 (25xVar.) 2Ø5/8"+1Ø5/8" 2Ø1/2" + 1Ø1/2" F F 2Ø5/8" 2 Ø1/2" N.F.Z. = 2009.70 2Ø1/2" + 1Ø1/2" G Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C1 Columna C1 Ø1/4":1@.05,5@.10,r@.20 (25x35) 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" I I Ø1/4":1@.05,5@.10,r@.20 (25x35) Columna C3 5 5 Ø3/8":2@.05,5@.10,r@.20 (25x35) 5 5 EJES: C, E, 5 Esc. : 1/50 N.V.T. 2011.65 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 1/2" 2Ø 1/2" I 1 I 1 I 1 I 1 2Ø 1/2" 2Ø 1/2" I 2 I 2 2Ø1/2" + 1Ø1/2" I 3 I 3 2Ø1/2"+2Ø5/8" 3Ø1/2" H H H H 2Ø5/8" 2Ø5/8"+2Ø3/4" K 2Ø1/2" Columna C2 Columna C2 5 Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C3 Ø3/8":2@.05,7@.10,r@.20 (25xVar.) 2Ø5/8"+2Ø3/4" 2Ø1/2" + 1Ø5/8" J J 2Ø5/8" 2 Ø1/2" 2Ø1/2"+1Ø5/8" K Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C2 Columna C2 Ø1/4":1@.05,5@.10,r@.20 (25x35) 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" I I Ø1/4":1@.05,5@.10,r@.20 (25x35) Columna C3 CORTE I3 - I3 Ø3/8":2@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 2Ø5/8" + 5Ø1/2" CORTE I2 - I2 Ø3/8":1@.05,5@.10,r@.20 5 5 5 Ø1/2" 2Ø1/2" 2Ø1/2" CORTE I1 - I1 Ø3/8":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" VIGAS: CORTE K-K Ø3/8":1@.05,5@.10,r@.20 2Ø3/4"+ 3Ø5/8"+2Ø1/2" CORTE J-J 5 Ø3/8":2@.05,7@.10,r@.20 5 Var. 0.40 a 0.20 2Ø5/8" 2Ø3/4" 2Ø1/2" 3Ø3/4"+ 2Ø5/8"+2Ø1/2 5 5 5 2Ø5/8" 2Ø3/4" 2Ø1/2" CORTE H-H Ø3/8":1@.05,5@.10,r@.20 2Ø5/8"+ 2Ø1/2" 5 5 5 2Ø5/8" 2Ø1/2" VIGAS: 1Ø5/8" 1Ø5/8" CORTE I - I Ø3/8":1@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 4Ø1/2" VIGAS: 1Ø1/2" 2Ø5/8" 1Ø1/2" VIGAS: VIGAS: VIGAS: VIGAS: V-10C, 10E, 105 V-10C, 10E, 105 V-10C, 10E, 105 V-20C, 20E, V-20C, 20E, V-20C, 20E, 205 (Sup.) V-20C, 20E, 5 5 K L M 5 5 EJES: 2 Esc. : 1/50 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 1/2" 2Ø 1/2" I 1 I 1 I 3 I 3 2Ø 1/2" I 2 I 2 2Ø1/2" + 1Ø1/2" H H H H 2Ø5/8" 2Ø5/8"+2Ø3/4" K 2Ø1/2" Columna C2 Columna C2 5 Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C5 Ø3/8":2@.05,7@.10,r@.20 (30x20) 2Ø5/8"+2Ø3/4" 2Ø1/2" + 1Ø5/8" J J 2Ø5/8" 2 Ø1/2" 2Ø1/2" K Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C2 Columna C2 Ø1/4":1@.05,5@.10,r@.20 (25x35) Ø1/4":1@.05,5@.10,r@.20 (25x17) CORTE I2 - I2 Ø3/8":1@.05,5@.10,r@.20 5 5 5 Ø1/2" 2Ø1/2" 2Ø1/2" CORTE I1 - I1 Ø3/8":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" VIGAS: CORTE K-K Ø3/8":1@.05,5@.10,r@.20 2Ø3/4"+ 3Ø5/8"+2Ø1/2" CORTE J-J 5 Ø3/8":2@.05,7@.10,r@.20 5 2Ø5/8" 2Ø3/4" 2Ø1/2" 2Ø3/4"+ 3Ø5/8"+2Ø1/2 5 5 5 2Ø5/8" 2Ø3/4" CORTE H-H Ø3/8":1@.05,5@.10,r@.20 2Ø5/8"+ 2Ø1/2" 5 5 5 2Ø5/8" 2Ø1/2" VIGAS: 1Ø5/8" 2Ø1/2" 1Ø1/2" VIGAS: VIGAS: VIGAS: V-102 V-102 V-102 V-202 V-202 5 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 CORTE A--A 5 Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-101 5 5 2Ø5/8" 1Ø1/2" 2Ø5/8" 4Ø5/8"+2Ø1/2" 1Ø1/2" 5 2Ø3/8" 2Ø3/8" 5 CORTE E-E Ø1/4":1@.05,3@.10,r@.20 Viga Va 4Ø3/8" 5 5 2Ø5/8" 2Ø5/8" CORTE A1-A1 Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-201 (25x35) 4Ø5/8"+2Ø1/2" 5 +1Ø1/2" +1Ø1/2" EJE 1 - 1 Esc. : 1/75 N.P.T. 2011.75 AULA - 01 AULA - 05 Columna C1 Columna C3 Columna C5 Columna C1 Columna C2 A A A A A A V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 N.P.T. 2015.00 5 M L 5 K 5 5 5 5 5 5 5 5 5 Columna C1 Columna C3 Columna C5 Columna C1 Columna C2 5 F AULA - 02 AULA - 04 Columna C2 Columna C2 A A A A V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 E 5 Columna C2 Columna C2 5 N.P.T. 2011.75 AULA - 02 AULA - 01 AULA - 04 AULA - 05 Columna C2 Columna C2 Columna C1 A A A A A A V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 5 C A 5 B 5 Columna C2 Columna C2 Columna C1 N.P.T. 2011.75 V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca Columneta Ca Columneta Ca V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca M L K 2' 1' 1 M L K 2' 1' 1 K L M V-101 (25x35) Inferior 5 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 A 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" A2 A2 V-101 (25x30) Ø3/8":1@.05,7@.10,r@.25 Columna C1 Columna C1 Columna C1 Columna C1 A V-101 (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" H G J I D N.P.T. 2011.75 N.P.T. 2011.75 AULA - 02 AULA - 03 AULA - 05 AULA - 06 Columna C3 Columna C3 B B B B B B B B V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 N.P.T. 2015.00 5 5 A B D 5 C 5 5 5 5 5 5 5 5 5 Columna C3 Columna C3 5 EJE 1' - 1' Esc. : 1/75 Columna C3 E Columna C3 AULA - 01 AULA - 04 B B B B V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 F 5 5 Columna C3 Columna C3 G H N.P.T. 2011.75 N.P.T. 2011.75 ESCALERA Columna C3 V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" Columna C3 Columna C3 N.P.T. 2011.75 Columna C3 N.P.T. 2015.00 V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 1' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" K ALMACEN 5 5 5 M ENTREGA Y RECEP. DE LIBROS Ø1/4":1@.05,7@.10,r@.25 4Ø5/8"+2Ø3/8" 1Ø1/2" 1Ø1/2" 2Ø5/8" 2Ø5/8" CORTE B1-B1 2Ø5/8" 2Ø5/8" Ø3/8":1@.05,7@.10,r@.25 VIGA V-201' (25x35) 4Ø5/8"+2Ø1/2" +1Ø1/2" +1Ø1/2" 5 5 .25 5 5 V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 1' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" L I J 5 5 5 N.P.T. 2011.14 CORTE B - B VIGA V-101' (30x20) N.P.T. 2011.75 AULA - 02 AULA - 03 AULA - 05 AULA - 06 Columna C1 Columna C2 C C C C C C C C V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 N.P.T. 2015.00 5 5 A B D 5 C 5 5 5 5 5 5 5 5 5 Columna C1 Columna C2 5 EJE 2' - 2' Esc. : 1/75 Columna C2 E Columna C2 AULA - 01 AULA - 04 C C C C V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" F 5 5 Columna C1 Columna C1 G H N.P.T. 2011.75 N.P.T. 2011.75 ESCALERA Columna C4 V-20 2' (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" Columna C4 Columna C5 N.P.T. 2011.75 Columna C4 N.P.T. 2015.00 V1-202' (35x17) Cumbrera Ø3/8":1@.05,7@.10,r@.25 F 2Ø5/8"+1Ø1/2" F 2Ø5/8"+1Ø1/2" K SALA DE COMPUTO 5 5 5 M ENTREGA Y RECEP. DE LIBROS V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" L I J 5 5 5 C C V-10 2' (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca N.P.T. 2015.00 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" Columna C4 Columna C5 CORTE C - C 5 Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-102' 5 5 2Ø5/8" 1Ø1/2" 2Ø5/8" 4Ø5/8"+2Ø1/2" 1Ø1/2" 5 2Ø3/8" 2Ø3/8" 5 CORTE E-E Ø1/4":1@.05,3@.10,r@.20 Viga Va 4Ø3/8" 5 5 2Ø5/8" 2Ø5/8" Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-202' (25x35) 4Ø5/8"+2Ø1/2" 5 +1Ø1/2" +1Ø1/2" CORTE C1- C1 ESC.:1/50 ESC.:1/50 ESC.:1/50 CORTE D-D 5 Ø1/4":1@.05,7@.10,r@.25 Viga de borde "V-b1" 5 2Ø1/2" 4Ø1/2" 2Ø1/2" CORTE D1-D1 Ø1/4":1@.05,4@.10,r@.20 Viga de borde " V-b2" 2Ø3/8" 5 5 .075 .075 Columna C1 Columna C1 V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-201 (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 CORTE A--A 5 Ø1/4":1@.05,7@.10,r@.25 VIGAS: V-10M 5 5 2Ø5/8" 1Ø1/2" 2Ø5/8" 4Ø5/8"+2Ø1/2" 1Ø1/2" 5 2Ø3/8" 2Ø3/8" 5 CORTE E-E Ø1/4":1@.05,3@.10,r@.20 Viga Va 4Ø3/8" 5 5 2Ø5/8" 2Ø5/8" CORTES A1-A1 Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-20M (25x35) 4Ø5/8"+2Ø1/2" 5 +1Ø1/2" +1Ø1/2" EJE M - M Esc. : 1/75 Columna C1 5 5 5 5 5 5 5 5 Columna C1 5 6 DIRECCION SALA DE PROFESORES Columna C2 Columna C2 A A A A V-20M (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-20M (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 5 5 Columna C2 Columna C2 5 N.P.T. 2011.75 ALMACEN SALA DE COMPUTO BIBLIOTECA Columna C2 Columna C2 Columna C1 A A A A A A V-20M (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-20M (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" V-20M (25x35) Ø3/8":1@.05,7@.10,r@.25 A1 2Ø5/8"+1Ø1/2" A1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 5 3 1 5 2 5 Columna C2 Columna C2 Columna C1 N.P.T. 2011.75 V-10M (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10M (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca Columneta Ca Columneta Ca V-10M (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10M (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10M (25x40) Ø3/8":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca Columneta Ca 4 N.P.T. 2011.75 SALA DE COMPUTO DIRECCION BIBLIOTECA SALA DE PROFESORES Columna C3 Columna C3 B B B B B B B B V-20 L (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 L (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 L (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" V-20 L (25x35) Cumbrera Ø3/8":1@.05,7@.10,r@.25 B1 2Ø5/8"+1Ø1/2" B1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 N.P.T. 2015.00 5 5 6 5 3 5 4 5 5 5 5 5 5 5 5 5 Columna C3 Columna C3 5 Columna C5 2 Columna C5 N.P.T. 2011.75 1 Ø1/4":1@.05,7@.10,r@.25 4Ø5/8"+2Ø3/8" 1Ø1/2" 1Ø1/2" 2Ø5/8" 2Ø5/8" CORTE B1-B1 2Ø5/8" 2Ø5/8" Ø3/8":1@.05,7@.10,r@.25 VIGA V-20L (25x35) 4Ø5/8"+2Ø1/2" +1Ø1/2" +1Ø1/2" 5 5 .25 5 5 V-10 L (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 L (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 L (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 L (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" 5 CORTE B - B VIGA V-10L (30x20) 5 5 5 B B V-10 L (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" N.P.T. 2011.75 SALA DE COMPUTO DIRECCION SALA DE PROFESORES Columna C1 Columna C2 C C C C C C C C V-20 K (25x35) Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 K (25x35) Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 K (25x35) Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" V-20 K (25x35) Ø3/8":1@.05,7@.10,r@.25 C1 2Ø5/8"+1Ø1/2" C1 2Ø5/8"+1Ø1/2" N.P.T. 2015.00 N.P.T. 2015.00 5 5 6 5 3 5 4 5 5 5 5 5 5 5 5 5 Columna C1 Columna C2 5 EJE K - K Esc. : 1/75 Columna C2 2 Columna C2 ENTREGA C C 1 5 N.P.T. 2011.75 V-10 K (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 K (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 K (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 K (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" V-10 K (30x20) Ø1/4":1@.05,7@.10,r@.25 2Ø5/8"+1Ø1/2" 2Ø5/8"+1Ø1/2" Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" E 2Ø3/8" Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" CORTE C - C 5 Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-10K 5 5 2Ø5/8" 1Ø1/2" 2Ø5/8" 4Ø5/8"+2Ø1/2" 1Ø1/2" 5 2Ø3/8" 2Ø3/8" 5 CORTE E-E Ø1/4":1@.05,3@.10,r@.20 Viga Va 4Ø3/8" 5 5 2Ø5/8" 2Ø5/8" Ø3/8":1@.05,7@.10,r@.25 VIGAS: V-20K (25x35) 4Ø5/8"+2Ø1/2" 5 +1Ø1/2" +1Ø1/2" CORTE C1- C1 ESC.:1/50 ESC.:1/50 ESC.:1/50 CORTE D-D 5 Ø1/4":1@.05,7@.10,r@.25 Viga de borde "V-b1" 5 2Ø1/2" 4Ø1/2" 2Ø1/2" CORTE D1-D1 Ø1/4":1@.05,4@.10,r@.20 Viga de borde " V-b2" 2Ø3/8" 5 5 .075 .075 Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Columneta Ca E 2Ø3/8" E 2Ø3/8" 2' 5 1' 5 Columna C2 Columna C2 Columna C2 Columna C2 Columna C1 Columna C1 ALMACEN BIBLIOTECA DE LIBROS ALMACEN Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 ENTREGA DE LIBROS 5 5 N.M.Z. = 2009.20 5 5 5 5 d 1/2"@.20 d 1/2"@.20 5 5 N.M.Z. = 2009.20 N.M.Z. = 2009.20 N.F.Z. = 2009.70 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' N.F.Z. = 2009.70 d 1/2"@.20 d 1/2"@.20 d 1/2"@.20 N.M.Z. = 2009.20 N.M.Z. = 2009.20 N.F.Z. = 2009.70 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 8'' MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 8'' N.F.Z. = 2009.70 5 d 1/2"@.20 d 1/2"@.20 5 5 NOTA : a) NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION b) EN EL CASO DE NO EMPALMAR EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES INDICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70%. c) PARA LOS ALIGERADOS Y VIGAS CHATAS, EL ACERO EXTERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME IGUAL A 25 cm. PARA Ø 3/8" y 30 cm. PARA Ø 1/2" o 5/8" H CUALQUIERA REFUERZO VALORES DE m 0.60 0.40 REFUERZO 0.40 Ø 0.75 0.55 3/4" 0.50 0.40 1/2" 0.45 0.40 3/8" H > 30 H < 30 LONGITUD DE EMPALME EN VIGAS m m L/4 L/4 L/4 L/4 L/3 L/3 L/3 H INFERIOR SUPERIOR 0.50 0.60 0.45 5/8" RECUBRIMIENTOS COLUMNAS, VIGAS PERALTADAS VIGAS CHATAS LOSAS Y ALIGERADO 40 mm. 20 mm. 20 mm. ESPECIFICACIONES ACERO DE REFUERZO JUNTAS ENTRE HILADAS UNIDADES MACIZAS TIPO IV ( min. 13cm) MORTERO ALBAÑILERIA 0.11MPa (1.15Kg/cm2) PORCENTAJE DE VACIOS e ZAPATAS 70 mm. SOBRECIMIENTOS ARMADOS 20 mm. CONCRETO ARMADO f°y=420MPa(4200kg/cm2) CIMIENTOS CORRIDOS SOBRECIMIENTOS SOLADO CONCRETO SIMPLE f'c=C:H 1:10 (100kg/cm2+30% DE P.G.) f'c=C:H 1:8 +25% DE P.M.) f'c=C:H 1:10 (100kg/cm2) CEMENTO PORTLAND CIMENTACION: TIPO MS f'm= 65 Kg/cm2 30% (Maximo) 1:4(CEMENTO - ARENA) 1cm.(MIN.)/1.5cm.(MAX.) PRESION ADMISIBLE (VER ESTUDIO DE SUELOS ) FALSO PISO f'c=(140kg/cm2) COLUMNETAS Y SOLERAS f'c=17MPa(175kg/cm2) RELLENO MATERIAL DE AFIRMADO, COMPACTADO EN CAPAS DE 200mm DE ESPESOR, AL 95% DE LA MAXIMA DENSIDAD SECA DEL ENSAYO PROCTOR MODIFICADO. EN LOS ELEMENTOS DE CONCRETO UN MINIMO DE 250 MM. LA ALBAÑILERIA IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES #8 CADA 3 HILADAS LOS CUALES ENTRAN 0.50m. EN EL MURO Y ANCLAN ZAPATAS, SOBRECIMIENTOS ARMADOS f'c=(210kg/cm2) COLUMNAS, VIGAS, ALIGERADOS f'c=(210kg/cm2) PORTICOS DE CONCRETO ARMADO Y ALBAÑILERIA CONFINADA B.- PARAMETROS PARA DEFINIR FUERZA SISMICA FACTOR DE SUELO (TIPO S2) : S=1,2 Tp(S)=0,6" C.- DESPLAZAMIENTO MAXIMO DEL ULT.NIVEL Y MAXIMO FACTOR DE REDUCCION: R = 3,0 ALBAÑILERIA CONFINADA FACTOR DE ZONA (ZONA 3) : Z=0,40 FACTOR DE CATEGORIA (Cat C) : U=1,5 O ESPECTRO DE DISEÑO: RELATIVO AL ENTREPISO dY = 0.022 M. dX = 0.001 M. A.- SISTEMA ESTRUCTURAL SISMO-RESISTENTE: PARAMETROS SISMORESISTENTES FACTOR DE REDUCCION: R = 8,0 PORTICOS NOTA : a) NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION b) EN EL CASO DE NO EMPALMAR EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES INDICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70%. c) PARA LOS ALIGERADOS Y VIGAS CHATAS, EL ACERO EXTERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE EMPALME IGUAL A 25 cm. PARA Ø 3/8" y 30 cm. PARA Ø 1/2" o 5/8" H CUALQUIERA REFUERZO VALORES DE m 0.60 0.40 REFUERZO 0.40 Ø 0.75 0.55 3/4" 0.50 0.40 1/2" 0.45 0.40 3/8" H > 30 H < 30 LONGITUD DE EMPALME EN VIGAS m m L/4 L/4 L/4 L/4 L/3 L/3 L/3 H INFERIOR SUPERIOR 0.50 0.60 0.45 5/8" .05 .15 \U+2205 INDICADO .20 DETALLE DE LOSA ALIGERADA (e=0.20m) 1 \U+2205 1/4" @ 25 cm. .30 .10 .30 .10 (1/10) .05 .12 \U+2205 INDICADO .17 S/C 100 Kg/m2 DETALLE DE LOSA ALIGERADA (e=0.17m) 1 \U+2205 1/4" @ 25 cm. .30 .10 .30 .10 (1/10) Emplear Bloque de Poliestireno Expandido o Ladrillo Hueco RECUBRIMIENTOS COLUMNAS, VIGAS PERALTADAS VIGAS CHATAS LOSAS Y ALIGERADO 40 mm. 20 mm. 20 mm. ESPECIFICACIONES ACERO DE REFUERZO JUNTAS ENTRE HILADAS UNIDADES MACIZAS TIPO IV ( min. 13cm) MORTERO ALBAÑILERIA 0,12MPa (1.20kg/cm2) PORCENTAJE DE VACIOS e ZAPATAS 70 mm. SOBRECIMIENTOS ARMADOS 20 mm. CONCRETO ARMADO f°y=420MPa(4200kg/cm2) CIMIENTOS CORRIDOS SOBRECIMIENTOS SOLADO CONCRETO SIMPLE f'c=C:H 1:10 (100kg/cm2+30% DE P.G.) f'c=C:H 1:8 +25% DE P.M.) f'c=C:H 1:10 (100kg/cm2+25% DE P.M.) CEMENTO PORTLAND TIPO I f'm= 65 Kg/cm2 30% (Maximo) 1:4(CEMENTO - ARENA) 1cm.(MIN.)/1.5cm.(MAX.) PRESION ADMISIBLE (VER ESTUDIO DE SUELOS ) FALSO PISO f'c=(140kg/cm2) COLUMNETAS Y SOLERAS f'c=17MPa(175kg/cm2) RELLENO MATERIAL DE AFIRMADO, COMPACTADO EN CAPAS DE 200mm DE ESPESOR, AL 95% DE LA MAXIMA DENSIDAD SECA DEL ENSAYO PROCTOR MODIFICADO. EN LOS ELEMENTOS DE CONCRETO UN MINIMO DE 250 MM. LA ALBAÑILERIA IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES #8 CADA 3 HILADAS LOS CUALES ENTRAN 0.50m. EN EL MURO Y ANCLAN ZAPATAS, SOBRECIMIENTOS ARMADOS f'c=(210kg/cm2) COLUMNAS, VIGAS, ALIGERADOS f'c=(210kg/cm2) Va (15x15) Ø1/4":1@.05,3@.10,r@.20 Va (15x15) Ø1/4":1@.05,3@.10,r@.20 DETALLE DE BARANDA DE CONCRETO ESC. 1/50 VIGAS: Vb-1 (20x20) VIGAS: Vb-1 (20x20) 2 Ø3/8" 2 Ø3/8" Ø1/4":1@.05,3@.10,r@.20 EJE L - L Esc. : 1/75 ALIGERADO TECHO Esc. : 1/50 ALIGERADO 1er PISO Esc. : 1/50 5 Ca Ca V-20 1' (25x35) B1 B1 Columna C5 3d5/8" 2 d3/8" 3d5/8" 2Ø 1/2" d 1/2"@.20 d 1/2"@.20 d 3/8"@.20 d 3/8"@.20 Columna C3 5 5 5 5 5 5 d 1/2"@.20 Ca Ca 5 Columneta Ca Columneta Ca E 2Ø3/8" E 2Ø3/8" Va (15x15) Ø1/4":1@.05,3@.10,r@.20 5 5 \A1; C1 C2 C2 C3 C1 C2 C3 C3 C3 C3 C2 C2 C2 C2 C1 C1 C2 C2 C2 C1 C1 C3 C4 C4 C5 C5 C5 C1 C3 C1 C2 C2 C2 C2 C1 C2 C2 C2 C2 C1 C5 C3 C3 C7 C6 C1 C2 C2 C3 C1 C2 C3 C3 C3 C3 C2 C2 C2 C2 C1 C1 C2 C2 C2 C1 C1 C3 C4 C4 C5 C5 C5 C1 C3 C1 C2 C2 C2 C2 C1 C2 C2 C2 C2 C1 C5 C3 C3 d 3/8"@.25 d 3/8"@.25 d 3/8"@.25 d 3/8"@.25 d 1/2"@.20 d 1/2"@.20 d 1/2"@.20 CORTE I4 - I4 Ø3/8":2@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 1Ø5/8" + 4Ø1/2" CORTE I1 - I1 Ø3/8":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" CORTE G-G Ø3/8":1@.05,5@.10,r@.20 3Ø5/8"+3Ø1/2" VIGAS: CORTE F-F 5 Ø3/8":2@.05,7@.10,r@.20 5 Var. 0.40 a 0.20 2Ø5/8" 1Ø5/8" 2Ø1/2" 3Ø5/8"+ 3Ø1/2 5 5 5 2Ø5/8" 2Ø1/2" CORTE H-H Ø3/8":1@.05,5@.10,r@.20 2Ø5/8"+ 2Ø1/2" 5 5 5 2Ø5/8" 2Ø1/2" VIGAS: VIGAS: 1Ø1/2" 1Ø1/2" CORTE I - I Ø3/8":1@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 4Ø1/2" 1Ø5/8" 1Ø5/8" V-10H,10 I V-10H,10 I V-10H,10 I V-20H, 20 I (inferior) VIGAS: V-20H, 20 I (superior) VIGAS: V-20H, 20 I 5 5 Ø3/8":2@.05,5@.10,r@.20 (25x35) 2' 1' 1 5 5 N.M.Z. = 2009.20 N.M.Z. = 2009.20 N.F.Z. = 2009.70 EJES: H, I Esc. : 1/50 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' N.V.T. 2011.65 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 1/2" 2Ø 1/2" I 1 I 1 I 1 I 1 2Ø 1/2" 2Ø 1/2" I 1 I 1 2Ø1/2" I 4 I 4 2Ø1/2"+1Ø5/8" 2Ø1/2" H H H H 2Ø5/8" 2Ø5/8"+1Ø5/8" G 2Ø1/2" Columna C4 Columna C1 5 Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C3 Ø3/8":2@.05,7@.10,r@.20 (25xVar.) 2Ø5/8"+1Ø5/8" 2Ø1/2" + 1Ø1/2" F F 2Ø5/8" 2 Ø1/2" N.F.Z. = 2009.70 2Ø1/2" + 1Ø1/2" G Ø3/8":1@.05,5@.10,r@.20 (25x40) Columna C4 Columna C1 Ø1/4":1@.05,5@.10,r@.20 (25x35) 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" I I Ø1/4":1@.05,5@.10,r@.20 (25x35) Columna C3 5 d 1/2"@.20 d 1/2"@.20 5 5 Columna C3 Columna C3 Columna C3 Columna C3 Columna C3 Columna C3 d 3/8"@.25 d 3/8"@.25 d 1/2"@.20 d 3/8"@.25 d 3/8"@.25 NOTA: LOS EJES B, D, F, NO LLEVAN VIGA DE CIMENTACION. d 1/2"@.20 d 1/2"@.20 CORTE I3 - I3 Ø1/4":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" VIGAS: V-202 DETALLE - 01 Ø1/4":1@.05,5@.10, 5 5 2 Ø3/8" 2Ø3/8" DINTEL r@.20 DINTEL VER DETALLE - 01 LOSA ALIGERADA CIMENTACION VIGA DE VIGA DE CIMENTACION VIGA DE CIMENTACION VIGA DE CIMENTACION VIGA DE CIMENTACION VIGA DE CIMENTACION VIGA DE CIMENTACION Ø DE COLUMNA 45° RECUBRIMIENTO 45° RECUBRIMIENTO a Ø DE VIGA D . D a 12 cm 8 cm Ø Estrib. 3/8" 1/4" 3 cm 4 cm GANCHOS ESTANDAR EN ESTRIBOS CORTE I4 - I4 Ø3/8":2@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 1Ø5/8" + 4Ø1/2" CORTE I1 - I1 Ø3/8":1@.05,5@.10,r@.20 5 5 4 Ø1/2" 2Ø1/2" 2Ø1/2" CORTE I - I Ø3/8":1@.05,5@.10,r@.20 5 2Ø1/2" 2Ø1/2" 5 4Ø1/2" 1Ø5/8" V-20J (inferior) VIGAS: V-20J (superior) VIGAS: V-20J 5 5 Ø3/8":2@.05,5@.10,r@.20 (25x35) 2' 1' 1 5 5 N.M.Z. = 2009.20 N.M.Z. = 2009.20 N.F.Z. = 2009.70 EJE: J Esc. : 1/50 MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' MEJORAMIENTO CON OVER Solado 1:10 S:H, e= 4'' N.V.T. 2011.65 N.V.T. 2015.00 N.P.T. 2015.00 N.P.T. 2011.75 N.T.T. 2019.24 5 2Ø 1/2" 2Ø 1/2" I 1 I 1 I 1 I 1 2Ø 1/2" 2Ø 1/2" I 1 I 1 2Ø1/2" I 4 I 4 2Ø1/2"+1Ø5/8" 2Ø1/2" H H H H 2Ø5/8" 2Ø5/8"+1Ø5/8" G 2Ø1/2" Columna C5 Columna C5 5 Ø3/8":1@.05,5@.10,r@.20 (30x20) Ø3/8":2@.05,7@.10,r@.20 (30x20) 2Ø5/8"+1Ø5/8" 2Ø1/2" + 1Ø1/2" F F 2Ø5/8" 2 Ø1/2" N.F.Z. = 2009.70 2Ø1/2" + 1Ø1/2" G Ø3/8":1@.05,5@.10,r@.20 (30x20) Columna C5 Columna C5 Ø1/4":1@.05,5@.10,r@.20 (25x35) 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" I I Ø1/4":1@.05,5@.10,r@.20 (25x35) 5 d 1/2"@.20 d 1/2"@.20 5 5 Columna C5 Columna C5 d 3/8"@.25 d 3/8"@.25 205 (Inferior) 205 (Sup.) V-205 (Sup.) 5 3 Ø5/8" +3Ø1/2" 3Ø5/8" 3Ø1/2" 1Ø1/2" 5 5 1Ø1/2" 5 1Ø1/2" 1Ø3/8" OTROS: TIPO I CORTE F-F Ø3/8":2@.05,7@.10,r@.20 VIGAS: V-10J 5 5 3 Ø5/8" +3Ø1/2" 3Ø5/8" 3Ø1/2" CORTE G-G Ø3/8":1@.05,5@.10,r@.20 VIGAS: V-10J 5 5 3 Ø5/8" +3Ø1/2" 2Ø5/8" 2Ø1/2" CORTE H-H Ø3/8":1@.05,5@.10,r@.20 VIGAS: V-10J 5 VIGAS: N.M.Z. = 2009.20 N.F.Z. = 2009.70 N.M.Z. = 2009.20 N.F.Z. = 2009.70 N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z1 Z2 Z10 ZAPATA CORRIDA Z7 Z5 Z5 Z5 Z5 Z5 Z1 VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION VIGA CIMENTACION SOBREC. ARMADO SOBREC. ARMADO SOBRECIMIENTO SOBREC. ARMADO SOBREC. ARMADO SOBREC. ARMADO SOBREC. ARMADO SOBREC. ARMADO SOBREC. ARMADO SOBREC. ARMADO ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z6 Z2 Z6 Z8 ZAPATA N.M.Z. = 2009.20 N.F.Z. = 2009.70 N.M.Z. = 2009.20 N.F.Z. = 2009.70 N.M.Z. = 2009.20 N.F.Z. = 2009.70 CORRIDA ZAPATA CORRIDA ZAPATA CORRIDA \A1;VIGA CIMENTACION N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z3 Z4 Z4 Z4 Z4 Z4 Z9 Columna C2 Columna C2 Columna C2 Columna C2 Columna C2 Columna C2 Z9 \A1;VIGA CIMENTACION VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO \A1;MURO ARMADO SOBREC. ARMADO Columna C6 \A1;MURO ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z5 Z1 VIGA CIMENTACION SOBREC. ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z5 Z5 Z1 VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z2 N.M.Z. = 2009.20 N.F.Z. = 2009.70 Columna C3 Columna C3 \A1;VIGA CIMENTACION N.F.V. = 2010.20 \A1;VIGA CIMENTACION N.F.V. = 2010.20 Z6 Z2 N.M.Z. = 2009.20 N.F.Z. = 2009.70 Z1 VIGA CIMENTACION SOBREC. ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 ZAPATA CORRIDA SOBREC. ARMADO Z4 Z4 Z3 VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO VIGA CIMENTACION SOBREC. ARMADO N.M.Z. = 2009.20 N.F.Z. = 2009.70 SOLADO 1:10; C:H; e=20cm. SIMBOLO DESCRIPCION MEJORAMIENTO CON OVER PIEDRA DE RIO Ø 2" - 4"; e=30cm. Ø 1/2" 0.50 0.40 Ø 3/8" Ø 1/2" 0.40 0.35 Ø 3/8" EMPALMES TRASLAPADOS PARA COLUMNAS MENOS DEL 50% DE LAS VARILLAS L LONGITUD DE EMPALME (L) Ø 5/8" 0.60 0.70 Ø 3/4" Ø 1" 1.30 CONSIDERANDO ZONA DE ESFUERZOS ALTOS, PERO QUE SE EMPALMAN ESFUERZOS BAJOS CONSIDERANDO ZONA DE 1.00 Ø 1" Ø 3/4" 0.55 0.45 Ø 5/8" LONGITUD DE EMPALME (L) ZONA DE CONFINAMIENTO LOS EMPALMES FUERA DE LA PARTES, TRATANDO DE HACER EMPALMAR EN DIFERENTES L h/6 2h/3 h/6 Espaciamiento de refuerzo dentro de Nudos S = 0.15 (S = 0.15) S = 0.15 0.25 Tip. Tip. 0.25 5 5 6.70 5 5 5 5 6.50 5 5 5 5 7.40 5 5 3.50 5 C1 (Ø5/8") C2 (Ø5/8") C2 (Ø3/4") 5 5 6.70 5 5 5 5 6.50 5 5 C5 (Ø5/8") C5 (3/4") 5 5 6.70 5 5 C4 (Ø5/8") C3 (Ø5/8") 5 6.40 5 3.50 5 C5 (Ø5/8") 5 6.40 5 3.50 5 C5 (Ø3/4") 5 6.50 5 Colum. C6 6.40 5 5 4.20 5 .15 C6 (Ø1/2") C7 (Ø1/2") 1.50 .15 Ca (Ø3/8") .15 1.90 .15 Ca (Ø3/8") .15 1º piso 1.60 .15 .15 2.00 .15 .15 frontis 1º piso posterior Ca (Ø3/8") Ca (Ø3/8") 2º piso frontis 2º piso posterior 1.30 .15 .15 Ca (Ø3/8") 2º piso parapeto 1.30 .15 .15 Ca (Ø3/8") 2º piso parapeto 1.40 .15 .15 Ca (Ø3/8") 2º piso biblioteca-otros 8.75 9.00 .25 8.75 .25 V-101, V102' (Entre A y G) DETALLE - 01 8.80 9.00 .20 8.80 .20 V-101' (Eje 1') DETALLE - 02 8.85 8.05 .15 8.85 .15 V-b1 (Entre A y G) DETALLE - 03 5 5 5 V-101, V-102' (Entre H e I) DETALLE - 04 8.50 5 5 V-101 (Entre J y M) DETALLE - 05 5 .15 .15 V-b1 (Entre H e I) DETALLE - 06 8.75 9.00 .25 4.35 .25 V-10M, V10K (Entre 1 y 6) DETALLE - 07 8.80 9.00 .20 4.30 .20 V-10L (Eje L) DETALLE - 08 8.40 .20 .20 V-10J (Entre 1 y 3) DETALLE - 09 8.65 4.30 .15 .15 V-b1 (Entre 3 y 6) DETALLE - 10 2Ø5/8" 2Ø1/2" 1Ø5/8" 2Ø1/2" + 1Ø1/2" 8.55 5 .10 3.30 2.00 1.30 5 V-10A, V-10G, V-10H, V-10I, V-10G DETALLE - 11 2Ø5/8" 2Ø1/2" 2Ø3/4" 1Ø5/8" V-10C, V-10E, V-105 DETALLE - 12 8.55 3.30 .10 2.00 1.30 5 5 2Ø3/8" 2.00 1Ø5/8" 2Ø3/4" 2Ø3/4" 6.40 1Ø5/8" 2 Ø3/4" 2Ø3/4" V-10B, V-10D, V-10F, V-103, V104 DETALLE - 13 8.55 3.30 .10 1.30 5 5 5 7.20 5 1Ø1/2" 2.00 .10 5 a b d c .10 2.00 5 a b d c .10 5 5 a b c d e g f 5 2Ø1/2" 2Ø3/4" 2Ø5/8" V-102 DETALLE - 14 2Ø1/2"+1Ø5/8" 2Ø1/2" 8.55 .10 5 3.30 3.30 1Ø5/8" 3.30 5 6.40 5 a c d e b .10 2Ø1/2" 1Ø5/8" 2Ø5/8" V-10J DETALLE - 15 8.55 .10 5 a 3.30 .10 b 1Ø1/2" 3.30 c 8.55 5 d 3.35 .075 .075 VIGUETA DETALLE - 16 2.35 .075 .075 VIGUETA DETALLE - 17 2.50 .075 .075 VIGUETA DETALLE - 18 .80 8.60 8.70 8.75 .25 .20 5 DETALLE - 19 V-201, V201', V102' (Entre A y G) 5 5 5 V-201, V-202' (Entre H e I) DETALLE - 20 V-201 (Entre J y M) DETALLE - 21 8.60 5 5 5 .25 .80 9.00 .20 5 9.00 4.80 V-20L, V-20M, V-20K (Entre 1 y 6) DETALLE - 22 .15 .80 9.00 .15 5 9.00 4.55 V-b2 Eje M (Entre 1 y 6) DETALLE - 23 8.80 5 5 5.05 V-b2 Eje J (Entre 3 y 6) DETALLE - 24 5 5 5 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 1Ø5/8" 2Ø1/2" V-20A, V-20G, V-20H, V-20I, V-206 DETALLE - 25 5 4.30 5 5.60 5 5.90 .20 4.60 5 6.40 5 a b c d e 1Ø1/2" 2.10 5 5 5 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 2Ø5/8" 2Ø1/2" V-20C, V-20E, V-205 DETALLE - 26 5 4.30 5 5.60 5 5.90 .20 4.60 5 6.40 5 a b c d e f 1Ø1/2" 2.10 5 5 5 2Ø 5/8" 2Ø 5/8" 2Ø 5/8" 2Ø 5/8" 1Ø3/4" V-20B, V-20D, V-20F, V-203, V-204 DETALLE - 27 5 4.30 5 5.60 5 5.90 .20 4.60 a b c e d 2Ø 1/2" 2Ø 1/2" V-202 DETALLE - 28 1Ø1/2" 2.10 2Ø 1/2" 4.30 a b c d 2Ø 1/2" 1.05 2.30 5 5 1.15 2.25 5 5 .20 4.35 4Ø 5/8" 5.40 5 5 V-201' DETALLE - 29 a b 5 5 5 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 2Ø 1/2" 1Ø5/8" 2Ø1/2" V-20J DETALLE - 30 5 4.30 5 5.60 5 5.90 .20 4.60 5 6.40 5 a b c d e CORTE E1-E1 Ø3/8":1@.05,7@.10,r@.25 VIGA V-2 (30x17) 6Ø1/2" 5 5 5 E1 E1 5.85 8.05 5 V2 DETALLE - 31 6Ø 1/2" 6Ø 1/2" 2.35 .15 .15 V1-202' DETALLE - 32 2Ø 3/8" 2Ø 3/8" 5 4.30 5 5.60 V-b2 (Eje A y 6) DETALLE - 33 2.05 .10 .10 DINTEL DETALLE - 34 2Ø 1/2" 5.40 5 5 9.00 6.40 Entre M-K y Entre 1-6 DETALLE - 01 6.40 DETALLE - 02 2.875 DETALLE - 03 2.85 DETALLE - 04 1.20 .15 9.00 8.45 Entre 1-2' y Entre A-G DETALLE - 05 8.45 DETALLE - 06 4.35 Entre 2' y Entre H-I 9.00 7.21 Entre L-M y Entre 1-6 DETALLE - 07 X + 2.02 8.75 3.30 X + 2.43 Entre J-L y Entre 1-6 DETALLE - 08 5.80 X + 2.83 Entre 1-2 y Entre J-M DETALLE - 09 X DETALLE - 10 X Entre L-M y Entre 1-2 DETALLE - 11 Y X Entre J-L y Entre 1'-2' DETALLE - 12 2.50+Y .15 DETALLE - 13 2.85 Entre 1'-2' y Entre J-M Entre 2 y Entre L-M DETALLE - 14 2.10 .15 Entre 6 y Entre K-M Var. X+1.30 Eje 3, Entre J-K DETALLE - 15 Y .15 9.00 8.90 Entre A-G y Entre 1-2' DETALLE - 16 8.90 DETALLE - 17 2.40 .15 DETALLE - 18 4.35 Entre 1-2' y Entre H-I

Language	Spanish
Drawing Type	Block
Category	Parks & Landscaping
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	amphitheater, autocad, block, coliseo, de, del, DWG, en, la, los, nuevo, park, parque, planos, recreation center