Sports Complex Structure DWG Detail for AutoCAD

Sports Complex Structure DWG Detail for AutoCAD

SPORTS COMPLEX STRUCTURE, WITH MULTIPLE AREAS, POOL, PARKING, ETC. BASIC AND DETAILED VIEWS BOTH CIVIL AREA IN THE AREA OF METAL Structuring.

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

galvanized sheet iron channel, metal clamp mts., galvanized calamine, fastening bolt with rubber washer, galvanized calamine, metal clamp mts., fastening bolt with rubber washer, galvanized sheet, metal mts., galvanized, with rubber washer, galvanized, metal mts., with rubber washer, galvanized sheet, smooth, smooth iron, smooth, smooth, detail, detail, smooth iron, support, detail, view, support view, pos, view, pos esc:, pos esc:, pos esc:, pos esc:, material: pl., pos esc:, tube, pos esc:, pos esc:, view, steel: profiles ……………………… astm, soldering: process aws, paint: mechanical cleaning with sanding primer anti-corrosive epoxy paint in two hands, Technical specifications, material: pl., measured in mm., s.s.h.h., ladies, s.s.h.h., males, Deposit, cleaning, dressing room, ladies, dressing room, males, deposit of, implements, topic, sports, wash feet, showers, vest., showers, external, aisle, disability, males, s.s.h.h., ladies, s.s.h.h., machine room, ticket office, pantry, kitchen, bar, address office, s.h., personal, office, instructor, personal, Cafeteria, Secretary, s.h., personal, vest., area, chemists, warehouse, products, reception, control, compensation well, room, control, machines, showers, Deposit, swimming pool cleaning, room furniture, access, room furniture, showers, long high alfeizer, key of vain, galvanized sheet iron channel, section, esc., typical arched armor detail, inner flange, typical, joist, typical, bracing beam, smooth iron, front mounting detail, esc., of bracing in beams, section, smooth iron, smooth, arc, upper flange, inner flange, typical, joist, typical, smooth iron, section, typical distribution of joists, isometrical mounting detail, see detail, metal cover, scale, typical, upper flange, see detail, detail, smooth iron, support plates, cap screw, see detail, Technical specifications, metal roof structure, structural steel with for angle profiles, the threaded rods., for bolts anchor bolts, for welding., seismic expansion joint, spectators, circulation for, perimeter walk, pool, rest zone, aisle, males, s.s.h.h., ladies, s.s.h.h., spectators, circulation for, machine room, n.p.t., ticket office, address office, personal, office, instructor, Secretary, personal, vest., area, chemists, warehouse, products, n.p.t., reception, control, compensation well, n.p.t., ladies, s.s.h.h., room, control, n.p.t., machines, sitting spectator tribunes, Deposit, swimming pool cleaning, access, n.p.t., room furniture, s.s.h.h., ladies, s.s.h.h., males, Deposit, cleaning, dressing room, ladies, dressing room, males, deposit of, implements, n.p.t., topic, n.p.t., sports, wash feet, showers, vest., showers, external, disability, pantry, kitchen, bar, disability, Cafeteria, males, s.s.h.h., n.p.t., ladies, s.s.h.h., showers, skylight, Cafeteria, expansion, seismic expansion joint, general floor plan swimming pool foundation, scale, n.p.t., recreational pool, n.p.t., paternal pool, mesh, slab, mesh, slab, n.p.t., n.p.t., n.p.t., stirrups m., column table, agree, n.p.t., sole, typical cut of shoe, stirrups

Raw text data extracted from CAD file:

1 " 5 5 Canaleta de plancha galvanizada de 4 " Abrazadera Metalica @ 1.50 mts. CALAMINA GALVANIZADA Perno de Sujeccion con arandela de caucho 2 " 1 " 1 " 5 5 5 CALAMINA GALVANIZADA Abrazadera Metalica @ 1.50 mts. Perno de Sujeccion con arandela de caucho \A1;1 " \A1;1.00 \A1;4 " \A1;Canaleta de plancha galvanizada de 4 " \A1;Abrazadera Metalica @ 1.50 mts. \A1;CALAMINA GALVANIZADA \A1;Perno de Sujeccion con arandela de caucho \A1;2 " \A1;1 " \A1;1 " \A1;1.00 \A1;1.00 \A1;4 " \A1;CALAMINA GALVANIZADA \A1;Abrazadera Metalica @ 1.50 mts. \A1;Perno de Sujeccion con arandela de caucho \A1;4.77 \A1;4.77 \A1;4.77 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.50 \A1;4.50 \A1;4.77 \A1;4.77 \A1;4.77 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.81 \A1;0.40 \A1;4.50 \A1;4.50 \A1;4.67 \A1;4.66 \A1;4.66 \A1;3.65 \A1;4.50 \A1;2.65 \A1;2.65 \A1;4.50 \A1;3.65 \A1;3.45 \A1;3.40 \A1;4.15 \A1;2.85 \A1;2.55 \A1;4.66 \A1;1.15 \A1;4.65 \A1;1.80 \A1;3.85 \A1;1.95 \A1;4.70 \A1;4.90 \A1;2.90 \A1;4.77 \A1;4.77 \A1;4.77 \A1;4.81 \A1;4.81 \A1;4.77 \A1;4.77 \A1;4.77 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.81 \A1;3.65 \A1;4.50 \A1;2.65 \A1;2.65 \A1;4.50 \A1;3.65 \A1;3.45 \A1;3.40 \A1;4.15 \A1;2.85 \A1;2.55 2,10 2,10 2,10 5,00 5,00 \A1;Canaleta de plancha galvanizada de 4 " \A1;0.35 \A1;2LS 1"x 1" x 1/8" \A1;1 \A1;1 \A1;0.35 \A1;3 \A1;3 \A1;0.35 \A1;0.05 \A1;0.15 \A1;9.00 - 10.00 \A1;0.30 \A1;0.05 \A1;0.35 \A1;4 \A1;4 \A1;0.35 \A1;6.00 \A1;2LS 3"x 3" x 1/4" \A1;FIERRO LISO Ø 1/2" \A1;0.90 \A1;0.25 1.05 1.03 0.30 \A1;1.05 \A1;1.05 1,05 1,05 \A1;0.20 \A1;2LS 1"x 1" x 1/8" \A1;1 FIERRO LISO Ø 3/8" \A1;1FIERRO LISO Ø 3/8" \A1;2 \A1;2 \A1;0.70 \A1;1.05 \A1;1.05 \A1;0.20 \A1;5 \A1;5 \A1;1 Ø 3/8" \A1;0.20 \A1;0.05 \A1;0.15 \A1;4.00 - 4.50 \A1;2LS 3"x 3" x 3/16" \A1;2LS 3"x 3" x 1/4" \A1;FIERRO LISO Ø 1/2" \A1;0.70 \A1;0.25 \A1;0.40 \A1;0.20 \A1;2LS 2" x 2" x 3/16" 1,05 0.15 0.10 0.85 0.60 1.03 \A1;26.31 \A1;9.85 \A1;29.56 \A1;VER DETALLE \A1;VER DETALLE 7,40 \A1;2LS 3"x 3" x 3/16" R50 R50 R30 27 32 250 418 78° \U+220534 \U+220550 22° 281 40 400 111 285 285 360 111 137° 89° 91° 134° \U+220532 53 43 210 113 63 82 133 90 27 57 60 27 \U+220532 189 60 180 75° 240 210 270 \U+220522 x 4 130 130 40 70 15 34 474 375 275 32 130 163 50 50 \A1;1.05 \A1;1.05 \A1;0.90 \A1;VER DETALLE 4 \A1;DETALLE 1 \A1;DETALLE 1 \A1;DETALLE 1 \A1;DETALLE 1 \A1;1 FIERRO LISO Ø 3/8" \A1;1 FIERRO LISO Ø 3/8" \A1;1 FIERRO LISO Ø 3/8" \A1;1 FIERRO LISO Ø 1/2" \A1;1 FIERRO LISO Ø 1/2" \A1;1 FIERRO LISO Ø 1/2" \A1;1 FIERRO LISO Ø 3/8" \A1;1 FIERRO LISO Ø 1/2" \A1;1 FIERRO LISO Ø 3/8" \A1;1 FIERRO LISO Ø 3/8" \A1;0.60 \A1;PLANCHAS DE APOYO \A1;DE e= 1/4" \A1;PERNO Ø 3/4" \A1;VER DETALLE 5 VISTA FRONTAL\C3; \H0.7142x;\C2;Esc. 1:10 APOYO VISTA ISOMETRICO\H0.8571x;\C3; \H0.8333x;\C2;Esc. 1:10 POS 01 POS 02 POS 03 POS 04 POS 06 POS 07 POS 05 EXPLOSION\H0.8571x;\C3; \H0.8333x;\C2;Esc. S/E VISTA FRONTAL\C3; \H0.7142x;\C2;Esc. 1:10 POS 04 \C2; Esc: 1/5 5 5 5 5 5 40.15390983595807 POS 03 \C2; Esc: 1/5 5 5 284.7018522457392 284.9002419856379 360.4853162352674 5 5 5 5 5 5 5 53.08670558516042 42.82914932273343 POS 02 \C2; Esc: 1/5 210.0 112.7200215908942 62.72002159089425 5 81.99999999999363 5 5 POS 01 \C2; Esc: 1/2 26.64999999999782 56.64999999999418 60.0 26.64999999999782 5 5 MATERIAL: Pl. 3/8¨ POS 05 \C2; Esc: 1/5 5 188.599999999999 60.0 180.0 5 31.64028945087239 240.0 Tubo ø53 x 2.5 POS 06 \C2; Esc: 1/5 210.0 270.0 <> x 4 130.0 130.0 40.0 70.0 POS 07 \C2; Esc: 1/5 15.0 34.0 VISTA FRONTAL\C3; \H0.7142x;\C2;Esc. 1:10 473.6096432127242 249.9999999999891 418.1000120875979 375.4000800442482 275.3999999999978 31.99999999999636 130.0 163.120021590913 49.87575539789759 50.0 ACERO: 1.- Perfiles...........................ASTM A-36 SOLDADURA: 1.- Proceso AWS - E 6011 ø 1/8", E 7018 ø 1/8" PINTURA: 1.- Limpieza Mecánica con arenado 2.- Base imprimante Anticorrosiva 3.- Pintura 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\A1;0.80 \A1;0.15 \A1;0.10 \A1;0.40 0,50 0,50 \A1;1.30 \A1;0.35 \A1;1.50 \A1;0.60 \A1;1.50 \A1;1.30 \A1;0.60 0,15 0,85 2,20 2,10 0,90 2,10 \A1;2.41 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.60 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.50 0,10 0,70 0,15 0,10 0,15 0,15 0,08 \A1;0.40 \A1;0.60 \A1;0.30 \A1;0.25 \A1;0.15 \A1;0.80 \A1;0.50 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.30 0,13 \A1;0.25 1,05 0,65 0,15 0,15 1,05 0,65 0,40 0,15 0,25 0,15 0,25 0,15 0,25 0,25 0,15 0,40 0,40 0,25 0,30 0,60 0,25 0,25 0,25 0,25 0,25 0,20 0,25 0,20 0,25 0,20 0,20 0,20 0,10 0,15 0,15 1,05 1,05 0,25 0,45 0,25 0,45 0,90 0,90 0,90 0,90 1,20 0,90 0,90 0,90 0,90 0,25 0,50 0,50 0,15 0,40 0,40 0,50 0,15 0,64 0,32 0,15 0,50 0,15 0,10 0,15 0.50 0,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 1,15 0,40 0,40 0,40 0,40 \A1;0.50 0,20 \A1;0.50 0,30 4,46 0,30 0,50 0,30 0,30 0,25 0,15 0,15 0,25 0,25 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\A1;4.81 \A1;4.77 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.81 \A1;4.81 \A1;0.40 \A1;4.15 \A1;2.85 \A1;2.55 \A1;r \A1;a \A1;1.05 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;0.90 \A1;1.30 \A1;1.50 \A1;1.30 \A1;0.90 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;0.90 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.30 \A1;0.90 \A1;1.50 \A1;0.80 \A1;0.80 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.50 \A1;0.80 \A1;1.05 \A1;1.50 \A1;0.80 \A1;1.30 \A1;0.90 \A1;1.30 \A1;1.50 \A1;1.50 \A1;0.80 \A1;0.80 \A1;1.50 0,20 0,20 0,30 0,10 0,20 0,10 0,15 0,40 0,30 0,10 0,20 0,10 0,20 0,25 1,60 0,15 0,20 1,50 0,20 0,25 2,00 1,50 0,30 0,30 0,15 0,15 0,92 \A1;0.80 \A1;0.15 \A1;0.10 \A1;0.40 0,50 0,50 0,25 1,20 0,40 0,40 0,60 0,60 \A1;1.30 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 1,50 1,20 \A1;1.30 \A1;1.30 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;.15 \A1;.20 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;.15 \A1;.20 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;1.00 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;1.00 \A1;.20 \A1;.10 \A1;.40 \A1;.25 \A1;.20 \A1;.20 \A1;.10 \A1;.40 \A1;.25 \A1;.20 \A1;1.50 \A1;.20 \A1;.25 \A1;1.80 \A1;1.50 \A1;.20 \A1;.25 \A1;1.80 \A1;1.50 \A1;.20 \A1;.25 \A1;1.50 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;0.90 \A1;1.30 \A1;3.65 \A1;4.50 \A1;2.65 \A1;2.65 \A1;4.50 \A1;3.65 \A1;3.45 \A1;3.40 \A1;2.55 0,91 0,20 0,15 19,00 3,33 27,83 16,75 10,57 18,10 10,31 6,67 5,93 6,67 6,31 4,41 4,91 S.S.H.H. DAMAS S.S.H.H. VARONES DEPÓSITO LIMPIEZA VESTIDOR DAMAS VESTIDOR VARONES DEPÓSITO DE IMPLEMENTOS TOPICO DEPORTIVOS LAVA PIES DUCHAS VEST. DUCHAS EXTERNAS PASILLO DISCAP. VARONES S.S.H.H. DAMAS S.S.H.H. SALA DE MAQUINAS BOLETERIA DESPENSA COCINA BARRA OFICINA DE DIRECCION S.H. PERSONAL OFICINA INSTRUCTOR PERSONAL CAFETERIA SECRETARIA S.H. PERSONAL PERSONAL Vest. Vest. AREA QUIMICOS ALMACEN DE PRODUCTOS RECEPCION CONTROL POZO DE COMPENSACION SALA DE CONTROL MAQUINAS DUCHAS DEPOSITO LIMPIEZA PISCINA SALA MAQUNAS 1 2 3 4 5 6 1 2 3 4 5 6 2 1 3 4 5 ACCESO SALA MAQUNAS 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N 65 66 67 68 69 71 72 73 74 75 77 78 80 81 82 83 64 70 79 1 2 3 4 5 6 7 8 9 10 11 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 65 66 67 68 69 71 72 73 74 70 DUCHAS 76 A B C C' E G H D F 64 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 LARGO x ALTO x ALFEIZER CLAVE DE VANOS V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 2 / VM -1 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 V M- 2 / VM-1 V M- 2 V M- 2 V M- 2 V M- 2 / VM-1 V M- 2 V M- 2 V M- 2 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 5 5 5 5 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 1 5 5 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 V - 2 Canaleta de plancha galvanizada de 4 " \A1;DETALLE 2 \A1;DETALLE 3 \A1;ESC. 1/10 \A1;ESC. 1/10 SECCION 3 - 3 Esc. S/E DETALLE TIPICO DE ARMADURA EN ARCO \A1;V-1 \A1;V-1 \A1;V-2 \A1;S/E \A1;VM - 2 0.35 2LS 1"x 1" x 1/8" \A1;DETALLE VM\fArial|b0|i0|c238|p34; - 1 \A1;ESC. 1/20 1 1 0.90\fArial|b0|i0|c238|p34;mts. BRIDA INTERIOR V-1 V-1 V-1 TIPICO \A1;ESC. 1/20 VIGUETA V - 1 0.35 3 3 TIPICO 0.35 0.05 0.15 9.00 - 10.00 VIGA DE ARRIOSTRE V - 2 \A1;ESC. 1/20 0.30 0.05 0.35 4 4 0.35 6.00 \A1;SECCION 1 - 1 2LS 3"x 3" x 1/4" FIERRO LISO Ø 1/2" 0.90 0.25 DETALLE DE MONTAJE FRONTAL Esc. S/E \A1;TENSOR Fe \fArial|b0|i0|c0|p34;LISO \fArial|b0|i0|c161|p34;\U+00F8 3/4\U+00A8 Fe \fArial|b0|i0|c0|p34;LISO \fArial|b0|i0|c161|p34;\U+00F8 3/4\U+00A8 0.15 0.10 0.85 1.05 0.60 1.03 1.03 0.30 1.05 V-1 V-1 \A1;DETALLE DE ARRIOSTRE EN VIGUETAS \A1;ESC. 1/20 V-1 1.05 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 5 5 SECCION 5 - 5 0.20 2LS 1"x 1" x 1/8" 1 FIERRO LISO Ø 3/8" 1FIERRO LISO Ø 3/8" \A1;DETALLE ARCO VM\fArial|b0|i0|c238|p34; - 2 \A1;ESC. 1/20 2 2 0.70\fArial|b0|i0|c238|p34;mts. BRIDA SUPERIOR BRIDA INTERIOR 0.70 1.05 V-1 V-1 V-1 1.05 TIPICO \A1;ESC. 1/20 VIGUETA V - 3 0.20 5 5 TIPICO 1 Ø 3/8" 0.20 0.05 0.15 4.00 - 4.50 \A1;SECCION 2 - 2 2LS 3"x 3" x 3/16" 2LS 3"x 3" x 1/4" FIERRO LISO Ø 1/2" 0.70 0.25 SECCION 4 - 4 0.40 0.20 2LS 2" x 2" x 3/16" DISTRIBUCION TIPICA DE VIGUETAS DETALLE DE MONTAJE ISOMETRICO V - 3 V - 3 V - 3 V - 3 V - 1 V - 1 V - 1 V M- 1 V M- 1 V M- 1 V M- 1 V M- 1 5 5 5 V-2 V-2 V-2 V-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 VER DETALLE VER DETALLE VM-2 VM-2 VM-2 5 COBERTURA METÁLICA ESCALA : 1/75 2LS 3"x 3" x 3/16" V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 V - 1 1.05 1.05 TIPICO BRIDA SUPERIOR 0.90 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 VM - 2 \A1;DETALLE 1 \A1;DETALLE 4 VER DETALLE 4 DETALLE 1 DETALLE 1 DETALLE 1 DETALLE 1 1 FIERRO LISO Ø 3/8" 1 FIERRO LISO Ø 3/8" 1 FIERRO LISO Ø 3/8" 1 FIERRO LISO Ø 1/2" 1 FIERRO LISO Ø 1/2" 1 FIERRO LISO Ø 1/2" 1 FIERRO LISO Ø 3/8" 1 FIERRO LISO Ø 1/2" 1 FIERRO LISO Ø 3/8" 1 FIERRO LISO Ø 3/8" V-1 0.60 PLANCHAS DE APOYO DE e= 1/4" PERNO Ø 3/4" VER DETALLE 5 \A1;DETALLE 5 \A1;ESC. 1/20 ESPECIFICACIONES TECNICAS ESTRUCTURA METÁLICA PARA CUBIERTA ACERO ESTRUCTURAL A36 CON Fy=23.30 Kg/cm2 PARA PERFILES EN "C" Y ANGULARES Y LAS VARILLAS ROSCADAS. A326 PARA TORNILLOS O PERNOS DE UNIONES Y ANCLAJES E-60 d=1/8" PARA SOLDADURAS. JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" 1.00 X 2.80 N.P.T.+ 0.20 ESPECTADORES CIRCULACION PARA PASEO PERIMETRAL PISCINA ZONA DE DESCANSO PASILLO VARONES S.S.H.H. DAMAS S.S.H.H. 1 2 3 4 5 6 2 3 4 5 6 ESPECTADORES CIRCULACION PARA 1 SALA DE MAQUINAS N.P.T. - 0.70 BOLETERIA OFICINA DE DIRECCION PERSONAL OFICINA INSTRUCTOR SECRETARIA PERSONAL Vest. AREA 1 2 3 4 5 6 2 3 4 5 6 1 3 4 QUIMICOS ALMACEN DE PRODUCTOS N.P.T. - 0.70 RECEPCION CONTROL POZO DE COMPENSACION N.P.T. - 2.55 N.P.T. +/- 0.00 DAMAS S.S.H.H. 1.60 X 2.40 SALA DE CONTROL N.P.T. - 0.70 MAQUINAS 2 3 4 5 6 1 2 3 4 5 6 1 3 4 TRIBUNAS 188 ESPECTADORES SENTADOS 2 3 4 5 6 1 2 3 4 5 6 1 3 4 2 1 3 4 5 DEPOSITO LIMPIEZA PISCINA ACCESO N.P.T. - 0.70 SALA MAQUNAS 6d1/2" 6d1/2" 6d1/2" 6d1/2" C9 d1/2"@0.15 d1/2"@0.15 C10 C9 C10 d1/2"@0.15 d1/2"@0.15 C9 C10 d1/2"@0.15 d1/2"@0.15 C9 C10 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C9 d1/2"@0.15 d1/2"@0.15 C9 C9 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C9 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C9 C10 CC-2 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 1.00 X 3.00 S.S.H.H. DAMAS S.S.H.H. VARONES DEPÓSITO LIMPIEZA VESTIDOR DAMAS VESTIDOR VARONES DEPÓSITO DE IMPLEMENTOS N.P.T. + 0.10 TOPICO N.P.T. + 0.20 DEPORTIVOS LAVA PIES DUCHAS N.P.T.+/- 0.00 VEST. DUCHAS EXTERNAS DISCAP. DESPENSA COCINA BARRA DISCAP. CAFETERIA VARONES S.S.H.H. N.P.T. +/- 0.00 N.P.T. +/- 0.00 DAMAS S.S.H.H. DUCHAS CLARABOYA CAFETERIA EXPANSION C6 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C26 C26 C25 C25 C24 C23 C23 C23 P4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-4 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-7 CC-8 d3/8"@0.15 d3/8"@0.15 d1/2"@0.15 d1/2"@0.15 C25 5 5 5 5 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C12 C6 C6 C5 CC-7 CC-7 CC-4 CC-4 CC-4 CC-4 CC-4 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C9 C9 C9 C9 C9 C9 C10 d 1/2"@0.15 d 1/2"@0.15 C11 C9 d1/2"@0.15 d1/2"@0.15 C10 d1/2"@0.15 d1/2"@0.15 C5 C5 C5 C6 C5 C1 C1 C1 C9 C9 C9 C28 C21 C21 JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 5 5 5 5 5 5 5 5 5 5 5 5 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 C12 C12 C12 C12 C12 C12 C12 C12 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 C7 C7 C7 CC-1 CC-1 CC-1 CC-1 C4 CC-1 CC-1 CC-1 CC-1 CC-1 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 5 5 5 5 C5 C5 C5 CC-7 CC-7 CC-7 C12 C12 MC-1B MC-1B MC-1B MC-2B h=0,60m Df=-3.15m h=0,60m Df=-3.15m h=0,60m Df=-3.15m h=0,60m Df=-3.15m 5 5 5 5 5 5 5 5 5 5 5 h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,60m Df=-2.15m h=0,50m Df=-1.45m h=0,50m Df=-1.45m h=0,50m Df=-1.45m h=0,50m Df=-1.45m h=0,50m Df=-1.45m h=0,50m Df=-1.45m PLANTA GENERAL PISCINA CIMENTACIÓN ESCALA : 1/75 N.P.T. - 0.90 PISCINA RECREACIONAL N.P.T. - 0.30 PISCINA PATERA 1 1 5 5 5 5 malla d 3/8" LOSA MACISA H=0.2m f'c=210kg/cm2 @0,20 malla d 3/8" LOSA MACISA H=0.2m f'c=210kg/cm2 2 3 3 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 65 66 67 68 69 71 72 73 74 75 77 78 80 81 82 83 64 70 79 1 2 3 4 5 6 7 8 9 10 11 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 65 66 67 68 69 71 72 73 74 70 76 A B C C' E G H D F 64 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 CC-7 <> 5 5 5 N.P.T. CC-4 5 5 5 5 N.P.T. 5 5 ESTRIBOS @ 0.10 m. <> Cuadro de Columnas De acuerdo a N.P.T. 5 Solado 0.08 5 5 5 5 0.08 0.08 CORTE TIPICO DE ZAPATA 2 d 5/8" 4 d 5/8" ESTRIBOS d 3/8"1@ 0.075, 8 @ 0.15, R @ 0.25 5 2 d 5/8" 4 d 5/8" NPT VA VS NPT= - 0.70 SALA DE MAQUINAS PISCINA NPT= +/- 0.00 PASEO ESPECTADORES NPT= + 0.20 PERIMETRAL NPT= +/- 0.00 ZONA DESCANSO SOLADO SEGUN PLANTA CORTE TIPICO DE ZAPATA 5 0.08 5 Cuadro de Columnas De acuerdo a 0.08 5 N.P.T. 5 5 5 5 5 8 d 3/4" SOLADO SEGUN PLANTA CORTE TIPICO DE ZAPATA 5 0.08 0.08 5 Cuadro de Columnas De acuerdo a 0.08 5 5 5 5 5 SOLADO SEGUN PLANTA CORTE TIPICO DE ZAPATA 5 Cuadro de Columnas De acuerdo a 0.08 5 5 5 5 5 5 V2 1 d 3/4" 3 d 3/4" 4 d 3/4" 1 d 3/4" 5 5 NPT. +0.00 AREA DE PISCINA TEMPERADA 5 5 5 SOLADO CORTE TIPICO DE ZAPATA 5 0.08 5 Cuadro de Columnas De acuerdo a 0.08 5 N.P.T. 5 5 5 5 5 NPT= - 0.80 SOLADO CORTE TIPICO DE ZAPATA 5 Cuadro de Columnas De acuerdo a 0.08 5 N.P.T. 5 5 5 5 5 V4 1 d 3/4" 3 d 3/4" 1 d 3/4" 5 5 C-11 TIPO 4 5 5 CORTE 2-2 5 5 5 5 5 d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm 4 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 5 5 5 5 5 5 5 5 5 C-9 C-10 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 d 1/2"@0.15 5 5 5 5 NPT= +/- 0.00 DUCHAS 5 5 5 5 5 5 5 5 5 CORTE 1-1 NPT= +/- 0.00 VESTIDORES 5 5 5 CORTE 2 - 2 NPT= + 0.10 TOPICO NPT= +/- 0.00 DUCHAS DOBLEZ DE ARMADURA EN VIGAS 0.30 T 0.30 L 0.30 0.30 m L/4 L/4 L/4 L/3 L/3 m L/4 H L/3 VALORES DE m EMPALMES TRASLAPADOS PARA VIGAS LOSAS Y ALIGERADOS 0.40 0.45 0.55 REFUERZO SUPERIOR 0.40 H<0.30 H<0.30 0.40 1/2" 0.50 0.60 3/4" 5/8" REFUERZO INFERIOR 0.40 3/8" d 0.50 0.60 0.75 0.45 H>=0.30 1.00 X 3.00 S.S.H.H. DAMAS S.S.H.H. VARONES DEPÓSITO LIMPIEZA VESTIDOR DAMAS VESTIDOR VARONES DEPÓSITO DE IMPLEMENTOS TOPICO DEPORTIVOS N.P.T. - 0.15 LAVA PIES DUCHAS VEST. DUCHAS EXTERNAS DESPENSA COCINA BARRA DISCAP. CAFETERIA VARONES S.S.H.H. DAMAS S.S.H.H. DUCHAS CLARABOYA 1.50 X 3.00 CLARABOYA 1.50 X 3.50 DUCTO 0.60 X 0.60 CAFETERIA EXPANSION 1.50 X 3.80 VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VI-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 VA-1 5 5 5 5 1d1/2" 2d3/8" VA-5 2d3/8" 5 5 5 1d1/2" 1d3/8"+1d1/2" 5 5 5 1d3/8" 1d3/8" 1d3/8" 2d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" C12 C12 C12 C12 5 5 5 5 VA-4 VA-4 VA-4 VA-4 VA-4 VA-4 VA-4 VA-4 VA-4 VA-4 1d1/2" 1d1/2" 1d3/8" 5 5 SOBRECIMIENTO ( Cem : Horm 1 : 8 ) Simple + 25 % P.M. Máx. 4" ESTRUCTURA DE ALBAÑILERIA CONFINADA CON MURO CONCRETO EN X-X SE EMPLEARA OBLIGATORIAMENTE EQUIPO (MEZCLADORA Y VIBRADORA) LAS COLUMNAS SE ANCLARAN EN LA CIMENTACION EN FORMA MONOLITICA Ciclopeo + 30 (NO SE PERMITIRA CAJUELAS) PARA TODO ELEMENTO DE CONCRETO MURO K. K. SOLIDO (MORTERO P-2, LADRILLO TIPO IV MEC.) ALBAÑILERIA CERCO PERIMETRICO SUELO CAPACIDAD PORTANTE ADMISIBLE: NOTA COEFICIENTE DE ACELERACION MAX. DESPLAZAMIENTO RELATIVO DE ENTREPISO FACTOR DE USO FACTOR DE ZONA FACTOR DE SUELO PERIODO DEL SUELO, ESTRUCTURA DINAM. MAX. DESPLAZAMIENTO ULTIMO NIVEL FACTOR DE DUCTILIDAD PARALELO A FACHADA FACTOR DE DUCTILIDAD PERPENDICULAR A FACHADA ACERO CORRUGADO RECUBRIMIENTOS PARAMETROS DISEÑO SISMICO: VIGAS Y LOSAS COLUMNAS Y PLACAS VIGAS CIMENTACION, COLUMNAS Y PLACAS LOSA ALIGERADA CIMIENTO CORRIDO ( Cem : Horm 1 : 12) ACERO f'm = 45 Kg/cm2 LADRILLO K.K MECANIZADO D = 3.08 cm. D Y D X = 0.73 cm. ; = 1.51 cm. C = 2.5 * (Tp/T) Z = 0.40 Y D X Tp = 0.6 seg. , 0.18 seg. S = 1.2 Rx = 6.0 Ry = 6.0 = 1.45 cm. ; U = 1.0 Fy = 4200 Kg/cm2 r = 3.0 cm. r = 3.0 cm. F´c = 210 Kg/cm2 F´c = 210 Kg/cm2 % P.G. Máx. 8" ESPECIFICACIONES TECNICAS CONCRETO <> N.N.T. <> 5 5 5 N.P.T. CC-2 0.50 <> 5 5 5 N.P.T. CC-1 CUADROS DE COLUMNAS ESTRIBO ACERO SECCION Caract. NIV. 1° C-1 C-5 C-4 C-6 TIPO 2 6 d 1/2" 15 X 30 15 X 25 TIPO 3 4 d 3/8" Ver Detalle 4 d 1/2" 3 d 3/8" Ver Detalle 6\U+02781/2" 4\U+02783/8" 2 TIPO 2 TIPO 2 C-7 25 X 40 4 d 3/4" 4 d 5/8" TIPO 1 ESTRUCTURA METÁLICA PARA CUBIERTA ACERO ESTRUCTURAL A36 CON Fy=23.30 Kg/cm2 PARA PERFILES EN "C" Y ANGULARES Y LAS VARILLAS ROSCADAS. A326 PARA TORNILLOS O PERNOS DE UNIONES Y ANCLAJES E-60 d=1/8" PARA SOLDADURAS. 5 5 5 5 5 5 1 d 3/4" 2 d 3/4" 1 d 3/4" 2 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 5 5 5 5 5 6 d 1/2" 5 5 5 4 d 3/8" 5 5 5 5 2 d 1/2" 5 3 d 3/8" 5 5 2 d 1/2" 5 5 2 d 1/2" 5 5 2 d 1/2" 5 5 2 d 1/2" 4\U+02783/8" 4 d 3/4" 5 5 5 4 d 5/8" C-9 C-10 C-11 C-12 5 5 8 d 3/4" 6 d 1/2" 5 5 5 C-21 C-23 C-24 C-25 C-26 2 d 1/2" 4 d 3/8" 5 2 d 1/2" 5 8 d 1/2" 5 5 5 5 5 5 5 2 d 5/8" 2 d 3/4" 2 d 3/4" 8 d 1/2" 5 5 C-28 4 d 1/2" 5 5 4 d 3/8" 35 X 60 35 X 60 30 X 60 25 X 25 15 X 50 15 X 30 15 X 50 40 X 30 15 X 65 Ver Detalle 6 d 3/4" 8 d 3/4" 8 d 3/4" 6d 1/2" 8 d 1/2" 4 d 3/4" 2d5/8" 8 d 1/2" TIPO 4 TIPO 4 TIPO 4 TIPO 2 TIPO 1 2 TIPO 1 TIPO 1 4 d 1/2" 4d3/8" 4 d 1/2" 4d3/8" TIPO 2 TIPO 2 TIPO 2 5 5 ESTRIBOS (COLUMNAS) TIPO 1: d 3/8": 1 @ 0.075, 4 @ 0.15, RTO. @ 0.20 TIPO 2: d 1/4": 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RTO. @ 0.20 C/EXTREMO C/TRAMO TIPO 3: d 1/4" : 1 @ .05, RTO @0.20 C/EXTREMO TIPO 4: \H1x;d 3/8" : 1 @ 0.75, 10 @0.15, RTO. @0.20 P-4 15 X 125 TIPO 1 ESTRIBO ACERO SECCION Caract. NIV. 1° 5 3 d 5/8" 2 d 1/2" 3 d 5/8" 5 5 <> 4 d 1/2" 5 <> 6 d 1/2" 3 d 5/8" 2 d 1/2" 3 d 5/8" 5 5 5 <> 4 d 1/2" 4 d 5/8" 2 d 1/2" 2 d 5/8" 5 5 <> 4 d 1/2" 5 30 X 35 25 X 20 25 X 20 25 X 45 30 X 50 20 X 20 30 X 55 25 X 20 TIPO A 4 d 1/2" TIPO B 6 d 1/2" TIPO B 6 d 5/8" 2d 1/2" TIPO B 4 d 1/2" 6 d 5/8" 2d 1/2" 4 d 1/2" 6 d 5/8" 2d 1/2" TIPO B TIPO B TIPO B TIPO A V 2 VA VA-1 VA-2 VA-3 VA-4 VA-5 VS Tipo B: d 1/4" ; 1@0.05, 5@0.10, 2@0.15, Rto. @ 0.25 C/extremo. ESTRIBOS (Vigas) Tipo A: d 3/8" ; 1@0.05, 4@0.10, 3@0.15, Rto. @ 0.25 C/extremo. VA-6 VA-6 6 d 3/4" 5 5 TIPO 4 8 d 3/4" 5 5 TIPO 4 5 VA-3 VA-3 VA-3 5 C-26 VA-5 5 C-9 C-10 C-10 C-9 VIGA SOLERA CUADROS DE VIGAS Continuidad en el acero típico Etapa 1 Etapa 2 DETALLE DE WATER STOP PISO Continuidad en el acero típico DETALLE DE WATER STOP MURO Etapa 1 Etapa 2 ZAPATAS r = 7.5 cm. 5 4 d 3/4" 5 3 d 3/4" 3 d 3/4" 4d 3/4" 3 d 3/4"+ 2 d 1" ESTRIBO ACERO SECCION 2° 25 X 20 25 X 20 4 d 1/2" TIPO B 6 d 1/2" TIPO B ZAPATA: Qa = 1.64 kg/cm2 CIMENTACION CORRIDA: Qa = 1.30 kg/cm2 VI-1 VI-2 25 X 45 TIPO B VI - 1 VI - 2 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 5 5 4 d 5/8" 2 d 1/2" 2 d 5/8" 5 TIPO B 25 X 45 6 d 1/2" 6 d 5/8" 2d 1/2" 2 1 1 5 5 5 1d3/8" 1d1/2" 1d1/2" VI-2 5 5 5 5 5 1d3/8" 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 5 1d3/8" 2 d3/8" 1d3/8" 1d1/2" 1d3/8" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" JUNTA DE DILATACION SISMICA DE 2" 1 2 3 4 5 6 4 5 6 PERSONAL Vest. Vest. 1 2 3 4 5 6 4 5 6 4 N.P.T.+/- 0.00 POZO DE COMPENSACION 4 5 6 4 5 6 4 5.15 X 3.00 TRIBUNAS 188 ESPECTADORES SENTADOS 4 5 6 4 5 6 4 2 1 3 4 5 C9 C10 C9 C10 C9 C10 C9 C10 C10 C9 C9 C9 C10 C9 C10 C9 C10 C10 C10 C10 C10 C10 C10 C10 C10 C9 C9 C9 C9 C9 C9 C10 C9 C10 C5 C5 C5 C6 C5 C1 C1 C9 C9 C9 CC-1 C10 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 d1/2"@0.15 d1/2"@0.15 5 5 5 5 5 5 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d3/8"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/2"@0.15 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 C5 5 5 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 VA-3 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 VA-4 VA-4 VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA C1 VA VA VA VA VA VA VA 5 5 5 5 5 5 5 5 PASILLO 5 VA-3 3 d 3/4" 1 d 1/2" 1 d 1/2" 2 d 1/2" 5 V-5 5 2 d 3/8" 2 d 3/8" 1 2 3 4 5 6 4 5 6 SALA DE MAQUINAS N.P.T. - 0.70 1 2 3 4 5 6 4 5 6 4 QUIMICOS ALMACEN DE PRODUCTOS N.P.T. - 0.70 POZO DE COMPENSACION N.P.T. - 2.70 SALA DE CONTROL N.P.T. - 0.70 MAQUINAS 4 5 6 4 5 6 4 4 5 6 4 5 6 4 PARA TANQUE TAPA METALICA COMPENSACION 2 1 3 4 5 DEPOSITO LIMPIEZA PISCINA ACCESO N.P.T. + 0.20 SALA MAQUNAS C9 C10 C9 C10 C10 C10 C10 C10 C10 C9 C9 C9 C5 C9 C9 C9 C10 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 5 5 d3/8"@0.20 d3/8"@0.20 d3/8"@0.15 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d1/4"@0.30 d3/8"@0.15 C5 d3/8"@0.15 5 5 V-5 VA VA VA T-1 JUNTA CONSTRUCTIVA = 3,00 cm VS VA VA VA VA VA VA VA VA VS T1 T1 T1 T1 T1 T1 T1 T1 T1 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 VS VS VA VA VA VA VA VA VA VA LOSA ARMADA EN UN SENTIDO H = O,20 m. LOSA ARMADA EN UN SENTIDO H = O,20 m. LOSA ARMADA EN UN SENTIDO H = O,20 m. NACE TENSOR V 5 5 2 d 1/2" 25 X 30 2 d 1/2" 3 d 3/4" TIPO A 3 d 3/4" 5 Df= -2,15 m ver planta Df= -2,15 m ver planta Df= -1,45 m ver planta 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 65 66 67 68 69 71 72 73 74 75 77 78 80 81 82 83 64 70 79 76 5 5 5 1 2 3 4 ALIGERADO LOSA DE TRIBUNAS ESCALA : 1/75 5 5 5 5 5 5 5 5 5 5 5 67 68 69 71 72 73 74 75 70 76 5 5 5 1 2 3 4 ALIGERADO TRIBUNAS ESCALA : 1/75 4 ALIGERADO VESTIDORES ESCALA : 1/75 3/8" 10 cm 2 cm DETALLE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS r Ø a 1/4" 7 cm r 2 cm a COLUMNA TRASLAPES Y EMPALMES FLEXOCOMPRES. COMPRES. COLUMNA 1/2" 5/8" d A 3/8",8mm 40 50 30 35 55 45 3/4" 60 65 DET. TIPICO DE EMPALME DE Øs DE COLUMNA NIV. (VER ENCOFRADO) NIV.(ENCOFRADO) 50% ALTERNADAS # MAXIMO DE BARRAS A EMPALMAR PARTES TRATANDO DE HACER EMPALMAR EN DIFERENTES ZONA DE CONFINAMIENTO LOS EMPALMES FUERA DE LA L L H/6 H/6 2H/3 \LDET. EMPALME DE Øs EN COLUMNAS 0.30 0.30 0.10 0.10 0.30 \Fromans.shx;ACERO DE Ø 1/4" (TEMPERATURA) \Fromans.shx;LOSA DE 5cm. DE ESPESOR 0.30 0.30 \Fromans.shx;VIGUETA 0.30 0.30 0.10 \Fromans.shx;Fo. Ø 1/4" 0.25 0.25 \Fromans.shx;Fo. Ø 1/4" \Fromans.shx;Fo. Ø 1/4" CORTE TIPICO DEL ALIGERADO H = 0.20 .20 .20 MALLA DE ACERO DOBLE V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C21 C21 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" PISCINA PASEO PERIMETRAL NPT= - 2.00 PISCINA 5 5 SEMIOLIMPICA CORTE 3-3 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 d1/2"@0,225 @0,20 malla d 3/8" d3/8"@0,25 CORTE 1 - 1 \A1;Base F`c=100Kg/cm2 H:C 1:8 F`c=210 Kg/cm2 esc. 1:25 5 5 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 \U+2205 1/2" @0,225 @0,20 malla d 3/8" d3/8"@0,25 CORTE 1 - 1 \A1;Base F`c=100Kg/cm2 H:C 1:8 F`c=210 Kg/cm2 esc. 1:25 5 5 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno C11 C11 C11 C11 C11 4 d 1/2" 5 5 5 2 d 3/8" 4 d 1/2" 2d3/8" 4 d 1/2" 4 d 1/2" d3/8"@0.30 d3/8"@0.25 TIPO 1 TIPO 1 P-4 5 5 C-9 C-10 C-9 C-10 ESTRIBOS @ 0.10 m. <> Cuadro de Columnas De acuerdo a N.P.T. 5 Solado 0.08 5 5 5 5 0.08 0.08 CORTE TIPICO DE ZAPATA 5 C-12 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d1/2" 1d3/8" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-6 CC-7 CC-2 CC-2 CC-2 CC-6 CC-3 CC-2 CC-6 CC-2 C28 CC-1 CC-1 CORTE 1 - 1 F`c=210 Kg/cm2 esc. 1:25 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 \U+2205 1/2" @0,225 @0,20 malla d 3/8" d3/8"@0,25 CORTE 1 - 1 \A1;Base F`c=100Kg/cm2 H:C 1:8 F`c=210 Kg/cm2 esc. 1:25 5 5 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 \U+2205 1/2" @0,225 @0,20 malla d 3/8" d3/8"@0,25 \A1;Base F`c=100Kg/cm2 H:C 1:8 5 5 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno PISCINA SEMIOLIMPICA NOTA: CONSIDERAR DRENES PARA EVACUACION DE AGUA FILTRADA CORTE 2 - 2 F`c=210 Kg/cm2 esc. 1:25 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 \U+2205 1/2" @0,225 @0,20 malla d 3/8" d3/8"@0,25 \A1;Base F`c=100Kg/cm2 H:C 1:8 5 5 5 S=0.8% 5 PISCINA RECREACIONAL 5 5 5 5 malla d3/8" @0,30 malla d3/8" @0,225 \U+2205 1/2" @0,225 @0,20 malla d 3/8" d3/8"@0,25 \A1;Base F`c=100Kg/cm2 H:C 1:8 5 5 5 S=0.8% 5 CORTE 2 - 2 F`c=210 Kg/cm2 esc. 1:25 5 5 malla d3/8" @0,30 @0,20 malla d 3/8" \A1;Base F`c=100Kg/cm2 H:C 1:8 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno PISCINA PATERA 5 5 malla d3/8" @0,30 @0,20 malla d 3/8" \A1;Base F`c=100Kg/cm2 H:C 1:8 5 S=0.8% 5 5 5 f'c=140 kg/cm2 concreto de relleno CORTE 3 - 3 F`c=210Kg/cm2 esc. 1:25 CORTE 3 - 3 F`c=210Kg/cm2 esc. 1:25 malla d 3/8" LOSA MACISA H=0.2m f'c=210kg/cm2 5 5 JUNTA DE DILATACION SISMICA DE 2" d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm d 6 mm VA VA VA VA VA VA VA VA VA VA VA 64 3 5 5 5 5 5 5 5 5 5 4 5 6 7 8 9 10 11 12 VA VA VA A CORTE A-A VA 5 5 malla d3/8" @0,20 F`c=210 Kg/cm2 5 PLACA DE FIBROCEMENTO A 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Pool, Parking, Garden / Park
Tags	areas, autocad, barn, basic, complex, cover, dach, DETAIL, detailed, DWG, hangar, lagerschuppen, multiple, parking, POOL, roof, shed, sports, structure, terrasse, toit, views