Datos Para Fichas T?Cnicas De Concreto Armado DWG Block for AutoCAD

Datos Para Fichas T?Cnicas De Concreto Armado DWG Block for AutoCAD

SE MUESTRAN DIVERSAS ESPECIFICACIONES PARA CONCRETO ARMAD. PARA INCLUIRLAS EN MEMORIAS DESCRIPTIVAS O PLANOS DE DETALLE. ESPESORES; CANTIDADES; ARMADOS; Y MAS DATOS T?CNICOS

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

he., cut, scale, cut, scale, npt, via rail, metal mesh, galvanized steel tube, metal mesh, galvanized steel tube, containers, automotive mechanic workshop, auto parts warehouse, ironing painting, maintenance workshop, house of force, machine room, tank, cut, npt, ntst, scale, metal mesh, galvanized steel tube, npt, containers, metal mesh, galvanized steel tube, cut, scale, cut, scale, cut, scale, roof of metal structure bolted column, manufacture of handmade brooms, workshop, llanteria, ironing painting, polished cement floor, npt, house of force, machine room, maintenance workshop, auto parts tools, Deposit, roof of metal structure bolted column, cut, scale, metal mesh, galvanized steel tube, roof of metal structure bolted column, roof of metal structure bolted column, cut, scale, metal mesh, galvanized steel tube, roof of metal structure bolted column, roof of metal structure bolted column, containers, roof of metal structure bolted column, roof of metal structure bolted column, Chiclayo, city, heroic, structure, cut, scale, tijeral detail, nail, green shot, screw, drill bit, screw, fine point, pop rivet, drill bit, drill bit, nail, green shot, screw, drill bit, screw, fine point, pop rivet, drill bit, drill bit, nail, green shot, screw, drill bit, screw, fine point, pop rivet, drill bit, drill bit, useful mm, plant, laundry area, n.f.p, laundry area, n.f.p, tijeral, tijeral, bolts, of strap belts, compose, filling, metal panel, nerves, screw, bolts, cut, concrete column, bolts, concrete column, typical roof strap, of cumbrerade cumbrera esc:, ridge, tijeral, scale, bolts, concrete column, torn., of the, working width mm, MMM, MMM, Precor metallic panel, MMM, MMM, Precor metallic panel, laundry area, for the trace of foundation see architecture., niv, niv, niv, scale:, cms., cantilevered beams, slabs lightened, flat beams, shoes, cantilevered beams, coatings, Specifications, retaining wall, cms., masonry, foundation, simple concrete, corrugated iron, concrete, reinforced concrete, f’c de, fc, large stone, overcoming, f’c de, medium stone, mortar, joint thickness between courses, minimum brick resistance, maximum of empty, brick type, dimensions, fm, fb, internal partitions, tambourine brick with bracing columns, outside walls, see tabiqueria detail, plate may optionally be used, license plate, see manufacturer specifications for your installation, floor, bolts, plate profiles, steel structures, astm, welding, aws, note, the foundation floor is filler. see properties of this soil in the study of soils, rto, n.f.p., column in shoe, anchor detail, see in plant, see plant, joist delivery, lightened, specified, Folded detail of stirrups, beam, column, outside the containment area, trying to make the splices, splicing in different parts, Lenght of

Raw text data extracted from CAD file:

870FLH EL. M 9999 H \A1;45° \A1;45° \A1;45° \A1;45° \A1;14.00 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \A1;14.00 \A1;0,80 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \A1;14.00 \A1;0,80 \A1;0.20 \A1;1.70 \A1;0.15 \A1;12.85 \A1;0.15 \A1;4.85 \A1;0.15 \A1;4.85 \A1;0.15 \A1;12.85 \A1;0.15 \A1;0.15 \A1;3.88 \A1;0.15 \A1;3.85 \A1;0.15 \A1;3.85 \A1;0.15 \A1;0.18 \A1;3.00 \A1;0.20 \A1;1.70 \A1;0.20 \A1;0.40 \A1;0.10 \A1;2.85 \A1;0.10 \A1;2.85 \A1;0.10 \A1;2.80 \A1;0.20 \A1;1.50 \A1;0.10 \A1;2.31 \A1;0.10 \A1;2.33 \A1;0.10 \A1;0.20 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.30 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \A1;1,75 \A1;1,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;1,20 \A1;0,80 \W8.35706; CORTE A-A \W9.30987; ESCALA 1:750 -9250562.486304116 -9250562.486304116 \W8.38155; CORTE B-B \W9.30987; ESCALA 1:750 -9250562.486304116 -9250562.486304116 \W8.15206; NPT +5.80 \W5.77448; VIA AUXILIAR \W7.19330; 2º CARRIL MALLA METALICA TUBO DE ACERO GALVANIZADO MALLA METALICA TUBO DE ACERO GALVANIZADO CONTENEDORES CONTENEDORES TALLER MECANICO - AUTOMOTRIZ DEPOSITO , HERRAMIENTAS Y AUTOPARTES LLANTERIA, PLANCHADO Y PINTURA TALLER DE MANTENIMIENTO CASA DE FUERZA CUARTO DE MAQUINAS CISTERNA \W5.19910; CORTE D-D NPT +0.00m -9250562.486304116 -9250562.486304116 NTST +5.10m NTST +5.10m NTST +3.20m NTST +3.20m NTST +3.20m -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 \W5.30606; escala 1/100 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 MALLA METALICA TUBO DE ACERO GALVANIZADO NPT +0.00m NPT +0.00m -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 CONTENEDORES MALLA METALICA TUBO DE ACERO GALVANIZADO \W5.19910; CORTE D-D \W5.30606; escala 1/100 \W5.19910; CORTE D-D \W5.30606; escala 1/100 \W5.19910; CORTE D-D \W5.30606; escala 1/100 N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+0.30 NPT.=+3.20 NPT.=+3.20 NPT.=+6.00 NPT.=+6.00 NPT.=+3.20 NPT.=+3.20 NPT.=+6.00 NPT.=+6.00 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna \W9.58978; FABRICACION DE \W9.58978; ESCOBAS ARTESANALES \W9.77062; TALLER MECANICO-AUTOMOTRIZ \W9.40464; LLANTERIA \W5.34794; PLANCHADO \W6.17268; Y PINTURA \W6.64755; PISO CEMENTO \W6.67698; PULIDO \W8.15206; NPT +0,00 \W7.52964; CASA DE \W7.72165; FUERZA \W8.55863; CUARTO \W6.04124; DE MAQUINAS \W8.39304; TALLER DE MANTENIMIENTO \W6.88273; HERRAMIENTAS \W7.15142; Y AUTOPARTES \W8.79768; DEPOSITO -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna \W5.19910; CORTE D-D \W5.30606; escala 1/100 MALLA METALICA TUBO DE ACERO GALVANIZADO N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna \W5.19910; CORTE D-D \W5.30606; escala 1/100 MALLA METALICA TUBO DE ACERO GALVANIZADO N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 N.T.=±0.00 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna CONTENEDORES -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 -9250562.486304116 Techo de estructura metalica empernada a columna Techo de estructura metalica empernada a columna ±0.00 A E-1 E-1 DE CHICLAYO CIUDAD HEROICA ±0,00 ESTRUCTURA CORTE ESCALA \A1;64 DETALLE TIJERAL 1 \A1;q \A1;pl 133x136x1/4" pl 135x192x1/4" pl 137x197x1/4" pl 131x180x1/4" pl 130x163x1/4" pl 148x167x1/4" pl 108x303x1/4" pl 108x243x1/4" pl 102x253x1/4" pl 107x207x1/4" pl 109x181x1/4" pl 101x143x1/4" 2L 2 1/2"x1/4" 2L 2 1/2"x1/4" 2L 2 1/2"x1/4" 2L 2 1/2"x1/4" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2 1/2"x1/4" 2L 2 1/2"x1/4" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 2L 2"x3/16" 37527.65179821421 CLAVO D/FIJACIÓN 3/4"ó1" DISPARADO C/FULMINANTE VERDE TORNILLO #10x3/4" PUNTA BROCA TORNILLO #8x3/4" PUNTA FINA REMACHE POP #5/32x12 TORN.CAB/WAFER#8x3/4" PUNTA BROCA TORN.CAB/PAN#8x3/4" PUNTA BROCA CLAVO D/FIJACIÓN 3/4"ó1" DISPARADO C/FULMINANTE VERDE TORNILLO #10x3/4" PUNTA BROCA TORNILLO #8x3/4" PUNTA FINA REMACHE POP #5/32x12 TORN.CAB/WAFER#8x3/4" PUNTA BROCA TORN.CAB/PAN#8x3/4" PUNTA BROCA CLAVO D/FIJACIÓN 3/4"ó1" DISPARADO C/FULMINANTE VERDE TORNILLO #10x3/4" PUNTA BROCA TORNILLO #8x3/4" PUNTA FINA REMACHE POP #5/32x12 TORN.CAB/WAFER#8x3/4" PUNTA BROCA TORN.CAB/PAN#8x3/4" PUNTA BROCA 1 A \A1;200 \A1;.30 \A1;.04 \A1;.04 \A1;.07 \A1;.15 \A1;.19 \A1;.30 \A1;.15 \A1;.04 \A1;.07 \A1;.07 \A1;.07 \A1;.04 \A1;.30 \A1;10.10 \A1;1.25 \A1;1.26 \A1;1.26 \A1;1.26 \A1;1.26 \A1;1.26 \A1;1.25 \A1;1.26 \A1;.30 \A1;.05 \A1;.15 \A1;.30 \A1;.06 \A1;.05 \A1;.06 \A1;45 \A1;ANCHO ÚTIL 1000 mm \A1;200 \A1;.30 \A1;.06 \A1;.30 \A1;1.863 \A1;1.863 \A1;.05 \A1;.06 \A1;1.00 \A1;0.19 \A1;0.73 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.73 \A1;1.00 \A1;0.19 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.863 \A1;.30 \A1;.30 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.85 \A1;.85 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.30 \A1;.70 \A1;.55 \A1;.30 \A1;.55 \A1;4.73 \A1;.60 \A1;.85 \A1;.85 \A1;.60 \A1;.30 \A1;.10 \A1;.85 \A1;.30 \A1;.75 \A1;4.73 \A1;.60 \A1;.10 \A1;4.18 \A1;4.18 \A1;.10 \A1;.20 \A1;.85 \A1;3.06 \A1;1.10 \A1;2.93 \A1;1.10 \A1;2.93 \A1;1.10 \A1;2.93 \A1;1.10 \A1;3.06 \A1;.85 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.10 \A1;.55 \A1;.30 \A1;3.73 \A1;.30 \A1;3.73 \A1;.30 \A1;3.73 \A1;.30 \A1;3.73 \A1;.30 \A1;3.73 \A1;.30 \A1;.60 \A1;.10 \A1;.55 \A1;.30 \A1;.60 \A1;.55 \A1;.25 \A1;.25 \A1;3.78 \A1;.25 \A1;3.78 \A1;.25 \A1;3.78 \A1;.25 \A1;3.78 \A1;.25 \A1;3.78 \A1;0.50 \A1;0.50 \A1;5@.10 \A1; 1@.05 \A1;0.30 \A1;0.30 \A1;0.15 \A1;5@.10 \A1; 1@.05 \A1;0.15 \A1; 1@.05 \A1;5@.10 \A1;.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;.20 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.05 \A1;.15 \A1;45° \A1;a \A1;R \A1;45° \A1;ESPECIFICADO \A1;H \A1;L \A1;H/6 \A1;2H/3 \A1;H/6 \A1;6cm. \A1;6cm. \A1;4cm. \A1;4cm. \A1;0.60 \A1;1@.05,5@.10 \A1;0.10 \A1;0.20 \A1;0.20 \A1;VER PLANTA \A1;0.30 \A1;0.30 \A1;0.10 \A1;.03(TIPICO) \A1;0.30 \A1;0.30 \A1;.03(TIPICO) \A1;L \A1;L \A1;1@.05,5@.10 \A1;@.10 \A1;0.40 \A1;.20 \A1; \LENCOFRADO ÁREA DE LAVADOÁREA DE LAVADO N.F.P +3.25 \LENCOFRADO ÁREA DE LAVADOÁREA DE LAVADO N.F.P +5.95 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 TIJERAL T-1 L~3"x3"x1/4" (L=130 mm) TIJERAL 2 Agujeros~Ø11/16" 2 Pernos A-325~Ø5/8" C 6"x2"x2.5 mm \LDETALLE DE CORREASDE CORREAS COMPRIBANDA RELLENO PANEL METÁLICO c/ 2 NERVIOS TORNILLO #10x3/4" L 200 200 6 Agujeros~Ø13/16" 6 Pernos A-325~Ø3/4" 5 5 5 2L 2 1/2"x 2 1/2"x 1/4" 5 5 5 5 CORTE A-A PL 1/2" COLUMNA DE CONCRETO 5 5 5 5 5 5 5 5 8 Agujeros~Ø13/16" 8 Pernos A-325~Ø3/4" COLUMNA DE CONCRETO PL 1/2" A A 5 CORREA TIPICA DE TECHO CORREA TIPICA DE TECHO \LDETALLE DE CUMBRERADE CUMBRERA \W6.72589; ESC: 1/10 C CUMBRERA TIJERAL T - 1 ESCALA 1/50 5 5 5 5 5 \A1;\W1.2;DETALLE 1 5 5 5 5 \A1;\W1.2;DETALLE 2 8 Agujeros~Ø13/16" 8 Pernos A-325~Ø3/4" 5 5 5 2L 2 1/2"x 2 1/2"x 1/4" 5 5 \LDETALLE 22 PL 1/2" COLUMNA DE CONCRETO 5 5 5 (2 TORN. c/VALLE) (C/ 600 MAX.) \fArial|b1|i0|c0|p34;\LDETALLE DEL 45 ANCHO ÚTIL 1000 mm 5 5 5 5 \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;PL 129 mm x 149 mm x 1/4" \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" 5 \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;PL 210 mm x 131 mm x 1/4" \A1;\W1.2;PL 199 mm x 130 mm x 1/4" \A1;\W1.2;PL 188 mm x 128 mm x 1/4" \A1;\W1.2;PL 289 mm x 140 mm x 1/4" \A1;\W1.2;PL 262 mm x 140 mm x 1/4" \A1;\W1.2;PL 236 mm x 140 mm x 1/4" \A1;\W1.2;PL 122 mm x 140 mm x 1/4" PANEL METÁLICO MARCA PRECOR TR-4 e=0.4mm 5 5 5 5 5 5 5 5 \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;PL 129 mm x 149 mm x 1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" 5 \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2"x2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;PL 210 mm x 131 mm x 1/4" \A1;\W1.2;PL 199 mm x 130 mm x 1/4" \A1;\W1.2;PL 188 mm x 128 mm x 1/4" \A1;\W1.2;PL 289 mm x 140 mm x 1/4" \A1;\W1.2;PL 262 mm x 140 mm x 1/4" \A1;\W1.2;PL 236 mm x 140 mm x 1/4" \A1;\W1.2;PL 122 mm x 140 mm x 1/4" PANEL METÁLICO MARCA PRECOR TR-4 e=0.4mm 5 5 5 5 5 5 5 \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;2L 2"x2"x3/16" \A1;\W1.2;2L 2 1/2"x2 1/2"x1/4" 5 5 3/8"d:@.20 8d3/4" 2 \LC-1 (.30x.60) \LCIMENTACIÓN ÁREA DE LAVADOÁREA DE LAVADO VC-1 (.30x.60) (.30x.60) 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 PARA EL TRAZO DE CIMENTACION VER ARQUITECTURA. 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 (.30x.60) VC-1 (.30x.60) (.30x.60) (.30x.60) (.30x.60) 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 VC-1 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 (.30x.70) VC-2 (.30x.70) VC-2 (.30x.60) (.30x.60) 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 (.30x.70) (.30x.70) (.30x.70) (.30x.70) (.30x.70) VC-2 (.30x.60) (.30x.60) (.30x.60) 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 (.30x.60) (.30x.60) 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 6Ø5/8" H=0.60 N.F.Z.-1.35 5 5 5Ø5/8" H=0.60 N.F.Z.-1.35 (.30x.70) (.30x.70) (.30x.70) (.30x.70) (.30x.70) VC-2 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 NIV. + 0.00 5 5 5 NIV +0.00 5 5 5 NIV+0.00 VC-2(.30x.70) 5 5 5 5 5 3d5/8" 2d5/8" 2d5/8" 3d5/8" 5 3/8"d:1@.05; Rto.@.25 5 5 5 NIV+0.00 5 5 3d5/8" 2d5/8" 2d5/8" 3d5/8" 5 5 5 3/8"d:1@.05; Rto.@.25 5 5 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 3d5/8" 2d5/8" 2d5/8" 3d5/8" 3/8"d:1@.05; Rto.@.25 3d5/8" 2d5/8" 2d5/8" 3d5/8" 3d5/8" 2d5/8" 2d5/8" 3d5/8" 3d5/8" 2d5/8" 2d5/8" 3d5/8" 3d5/8" 2d5/8" 2d5/8" 3d5/8" 3/8"d:1@.05; Rto.@.25 3/8"d:1@.05; Rto.@.25 3/8"d:1@.05; Rto.@.25 3/8"d:1@.05; Rto.@.25 NIV+0.00 NIV+0.00 NIV+0.00 NIV+0.00 NIV+0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIV +0.00 VC-1(.30x.60) 3/8"d:1@.05;10@.10;Rto.@.25 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05;10@.10;Rto.@.25 3/8"d:1@.05;10@.10;Rto.@.25 3/8"d:1@.05;10@.10;Rto.@.25 3/8"d:1@.05;10@.10;Rto.@.25 V-1(.25x.30) E: 1/75 5 \LDETALLE 11 Escala: 1/10 Escala: 1/10 Escala: 1/10 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 3d5/8" 1d5/8" 1d5/8" 1d5/8" (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 C-1 (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 (.30x.30) (.30x.30) (.30x.30) (.30x.30) (.30x.30) V-1 C-1 3 cms. 2 cms. 2.5 cms. 4 cms. 7.5 cms. VIGAS PERALTADAS (e=.15) LOSAS Y ALIGERADO VIGAS CHATAS ZAPATAS COLUMNAS, VIGAS PERALTADAS RECUBRIMIENTOS ESPECIFICACIONES MURO DE CONTENCION 4 cms. ALBAÑILERIA CIMIENTO CORRIDO CONCRETO SIMPLE FIERRO CORRUGADO CONCRETO CONCRETO ARMADO f'c = 100 kg/cm2 +30% DE fy = 4200 kg/cm2 f'c = 210 kg/cm2 (SALVO INDICADO) PIEDRA GRANDE (6" MAXIMO) SOBRECIMIENTO f'c = 100 kg/cm2 + 25% DE PIEDRA MEDIANA (3" MAXIMO) MORTERO P1C (CEMENTO/CAL HIDRATADA/ARENA) ESPESOR JUNTA ENTRE HILADAS RESISTENCIA MINIMA DEL LADRILLO % MAXIMO DE VACIOS LADRILLO TIPO V DIMENSIONES (MINIMAS) 1/1/4 1.0 cm (Min.) 24x13x9 cm f'm = 65 kg/cm2 f'b = 130 kg/cm2 1.5 cm (Max.) TABIQUERIA INTERIOR LADRILLO PANDERETA CON COLUMNAS DE ARRIOSTRAMIENTO CERCOS Y TABIQUERIA EXTERIOR VER DETALLE DE TABIQUERIA * OPCIONALMENTE SE PODRA USAR PLACA P-7 (INTERIORES) >30(TABIQUES) PLACA P-10 (EXTERIORES) - VER ESPECIFICACIONES DE FABRICANTE PARA SU INSTALACION SUELO wt = 2.09 kg/cm2 PERNOS PERFILES Y PLANCHAS ESTRUCTURAS DE ACERO ASTM A325 ASTM A36 SOLDADURA AWS E-70XX NOTA EL SUELO DE FUNDACIÓN ES DE RELLENO. VER PROPIEDADES DE ESTE SUELO EN EL ESTUDIO DE SUELOS 5 RTO S/Cdro. 1@.05,5@.10 @.10 N.F.P. COLUMNA EN ZAPATA DETALLE ANCLAJE DE 5 5 5 VER d EN PLANTA VER PLANTA Escala:1/20 ENTREGA DE VIGUETAS 1/4"d:@.25 (Doblan .15 en Extremos) .10 .20 .15(sup.e inf.) ALIGERADO H=.20 .30 .10 .05 .15 45° a R 45° ESPECIFICADO \A1;ESPECIFICADO DETALLE DOBLADO DE ESTRIBOS a r 3 cm 2 cm 10 cm 8 cm d 3/8" 1/4" O DE VIGA d DE COLUMNA H L FUERA DE LA ZONA DE CONFINAMIENTO TRATANDO DE HACER LOS EMPALMES EMPALMAR EN DIFERENTES PARTES 5/8" 00.60 1/2" 3/8" 0.50 0.40 3/4" LONGITUD DE EMPALME (L) 0.70 H/6 2H/3 H/6 DETALLE DE GANCHO 6cm. 6cm. 4cm. ESTRIBO 4cm. CON ALAMBRE #16 ESPACIAMIENTO ATORTOLAR AL d VERTICAL EL 3/8"d IGUAL AL ESTRIBO HORIZONTAL d VERTICAL NO SE MUESTRA DETALLE TIP. ESQUINA 5 5 5 S/E S/E * SALVO INDICADO .03(TIPICO) 5 5 CHATAS ANCLAJE TIPICO DE VIGAS .03(TIPICO) PERALTADAS L L 3/8" .30 1/2" .30 d L 5/8" .40 3/4" .45 1" .50 1@.05,5@.10 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO @.10 5 .20 RTO S/Cdro. ENTRE MUROS DENTADOS LLENAR CON CONCRETO 5 5 CADA 3 HILADAS 2 ALAMBRES N° 8 5@.10 1@.05 5 5 5 5@.10 Rto.s/col. 1@.05 5 1@.05 5@.10 .15 Rto.s/col. 5 5 REMATE DE COLUMNAS Rto.s/col. REFUERZO TRANSVERSAL 5 DE COLUMNAS 5 .20 Escala:1/20 Escala:1/20 Escala:1/20 DETALLE EMPALME DE COLUMNA S/E S/E ESC: 1/10 ESC: 1/10 N.F.Z.

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
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Tags	autocad, béton armé, block, concrete, de, DWG, en, especificaciones, formwork, para, reinforced concrete, schalung, se, stahlbeton