Lightened DWG Block for AutoCAD

Lightened – Beams – Reinforced Concrete – Armors

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

column, variable, according to splices, stair detail, first stretch, scale, nfp, rto., typical shoe detail, column, variable, existing, nfp variable, poor concrete flooring, scale, stirrups on columns, det. concentration of, rto., rto., sobrecimiento, foundation beam, foundation, according to splices, second stretch, design standards according r.n.c., n.t.e. charges, n.t.e. masonry, n.t.e. reinforced concrete, n.t.e., n.t.e. foundation floors, foundation beams, carrying capacity, lightened flat beams, beams columns, ground, Technical specifications, reinforced concrete, coatings, concrete f’c, steel reinforcement fy, concrete foundations cyclopean, concrete cyclopean, minimums which could be of, corresponding current standard, will manufacture with the dimensions, masonry, mortar, charges, ceiling finished floor, all masonry units are, roof overload, partition, own weight lightened cm, they should classify with type IV of the, silico, more pg, roof overload, third stretch, esc, from the area, confinement, niv formwork, splice in different, parties trying to, column, make splices out, niv formwork, of low efforts, considering areas, splices in columns plates, length of joints, they splice less than, high efforts but that, considering areas of, of the rods, column, length of joints, covering, Beam column, Beam column, covering, bending detail, of stirrups, scale, masonry walls meshed, typical reinforcement detail, n.f.p. var., esc, wires, every row, scale:, detail cut of foundations, Excavation level, detail of sardinel, compacted, bruña, cement concrete, p.g. maximum, foundation, cement concrete, p.m. maximum, sobrecimiento, lateral cm., asymmetric seal, ground, foundation beam, lateral cm., asymmetric seal, level of, ground, level of, vertical column splicing, overlay level of false floor, in case of vanos lower level of, dining room, bedroom, ss.hh., laundry, kitchen, garden, v.cim, n.f.p., n.f.p., license plate, stair base, license plate, v.b., iron, hollow brick, ceramic, mm., scale, lightweight detail, note:, the same section., in case of not splicing in the zones, consult the designer., for, for lightened flat beams steel, indicated the specified percentages, increase the length of splice in a, do not splice more than the total area in, the equal splice length for, lower is spliced over the, vertical column splicing, beam, lightened, anchor detail of, new column floor apartment, beam, lightened, floor column, floor column, v.b., v.b.a, detail cuts of beams, scale, lightened slabs, overlapping splices for, higher, values of, higher, lower, anyone, less, reinforcement

Raw text data extracted from CAD file:

.80 .50 .30 .25 .25 .25 3@.20 7@.10 1@.15 .30 COLUMNA VARIABLE .70 .10 .10 .30 .10 .25 .25 .25 SEGUN EMPALMES .15 .45 .15 1.00 .25 1.00 .30 .15 1.00 \A1;COLUMNA \A1;L \A1;h/6 \A1;2h/3 \A1;h/6 \A1;L \A1;COLUMNA .15 1.00 .15 .85 .85 .15 .30 .25 .15 .25 .45 .15 .15 .25 .25 .25 .80 .15 .30 .50 1.10 .30 .15 .30 .80 .30 .40 1.10 .30 .10 .15 .60 .20 .40 .80 .20 .15 \A1;h \A1;Y .10 .10 .80 .30 .50 1.10 .20 .10 .40 .40 \A1;1.00 \A1;1.00 \A1;6.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;20.00 \A1;1.80 \A1;20.00 \A1;6.00 \A1;1.20 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.50 \A1;1.20 \A1;1.00 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.20 \A1;0.80 \A1;1.20 \A1;1.65 \A1;2.85 \A1;3.15 \A1;3.55 \A1;2.35 \A1;3.15 \A1;3.45 \A1;5.70 \A1;3.15 \A1;2.85 \A1;1.80 \A1;3.40 \A1;1.80 \A1;3.40 \A1;4.00 \A1;3.95 \A1;6.00 \A1;20.00 \A1;1.80 \A1;20.00 \A1;6.00 \A1;3.95 \A1;1.80 \A1;3.40 \A1;1.80 \A1;3.40 \A1;4.00 \A1;1.65 \A1;2.85 \A1;3.15 \A1;3.55 \A1;2.35 \A1;3.15 \A1;3.45 \A1;5.70 \A1;3.15 \A1;2.85 \A1;0.70 \A1;1.75 \A1;0.50 \A1;R0.30 \A1;R0.50 \A1;R0.50 \A1;1.15 \A1;1.35 \A1;1.65 \A1;.15 \A1;.20 \A1;.30 \A1;.025 \A1; .20 \A1; .10 \A1; .05 \A1; .10 \A1; .30 \A1; .10 \A1; .15 \A1;h \A1;Y .40 .30 .30 .30 .30 .40 .35 \A1;1.00 \A1;1.00 \A1;0.70 \A1;0.70 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.70 \A1;1.00 \A1;0.20 \A1;.20 \A1;0.30 \A1;.20 \A1;0.70 \A1;1.00 \A1;1.00 \A1;0.70 \A1;0.70 \A1;1.00 \A1;0.70 \A1;1.00 \A1;1.00 \A1;0.70 \A1;.10 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;.20 L/4 L/3 m L/4 L/3 L/4 L/4 m L/3 DETALLE DE ESCALERA 5 d3/8"@.20 6d 1/2" PRIMER TRAMO 5 .30 4 3 2 4d 3/8" e=15cm 1 4d 3/8" 4d 3/8" ESCALA 1/25 d3/8"@.30 6 Ø 1/2" 3/8"d:1@.05,4@.10, 1@.15, Rto@.20 C U A D R O D E C O L U M N A S C3 C2 C1 5 5 4Ø5/8"+2Ø1/2" 1@.15, Rto@.20 3/8"d:1@.05,4@.10, 1@.15, Rto@.20 4Ø1/2"+2Ø3/8" 5 C4 1/4"d:1@.05, Rto@.25 4 d 1/2" 4 Ø 1/2" 1@.15, Rto@.20 1/4"d:1@.05,4@.10, NFP rto. @.20 3@.20 7@.10 1@.15 5 DETALLE TIPICO DE ZAPATA COLUMNA VARIABLE 5 5 5 5 0.80 x 0.80 EXISTENTE NFP VARIABLE d 1/2" @ 0.15 Solado de concreto pobre ESCALA 1/25 ESTRIBOS EN COLUMNAS DET. CONCENTRACION DE Rto.@ .20 4 @.10 Rto.@.20 4 @.10 Rto. @ .20 0.20 0.05 0.30 0.05 0.05 1 @.15 5 5 5 5 Rto. @ .20 1 @.15 9 @.10 4 @.25 SOBRECIMIENTO VIGA DE CIMENTACION CIMIENTO 1 @.15 SEGUN EMPALMES 4@.10 1@.15 0.30 NPT+ 0.15 5 6d 1/2" e=15cm SEGUNDO TRAMO 7d 3/8" d3/8" @.20 d3/8" @.30 4d 3/8" 5 7d 3/8" C5 C7 NORMAS DE DISEÑO SEGUN R.N.C. - N.T.E. E-0.20-85, CARGAS - N.T.E. E-0.70-82 ALBAÑILERIA - N.T.E. E-0.60-89 CONCRETO ARMADO - N.T.E. E-0.30-97 SISMO-RESISTENTE - N.T.E. E-0.50-97, SUELOS Y CIMENTACION VIGAS DE CIMENTACION : 3cm CAPACIDAD PORTANTE : 1.0 Kg/cm2 ALIGERADOS Y VIGAS CHATAS : 2.5cm COLUMNAS Y VIGAS : 4cm TERRENO ESPECIFICACIONES TECNICAS CONCRETO ARMADO RECUBRIMIENTOS CONCRETO : f'c = 210Kg/cm2 ACERO REFUERZO : fy = 4200 Kg/cm2 (corrugado) CIMIENTOS : CONCRETO CICLOPEO 1:10 CONCRETO CICLOPEO SOBRE-CIMIENTOS : CONCRETO CICLOPEO 1:8 MINIMAS LOS CUALES PODRAN SER DE fm = 45 Kg/cm2 NORMA VIGENTE CORRESPONDIENTE FABRICARAN CON LAS DIMENSIONES ALBAÑILERIA MORTERO : (CEMENTO-CAL-ARENA) 1:1:4 CARGAS : PISO TERMINADO Y CIELO RASO = 100 kg/m2 TODAS LAS UNIDADES DE ALBAÑILERIA SE : SOBRECARGA 1ro TECHO = 200 kg/m2 : TABIQUERIA = 150 kg/m2 : PESO PROPIO ALIGERADO h:20 cm = 300 kg/m2 DEBERAN CLASIFICAR CON EL TIPO IV DE LA CONCRETO,ARCILLA O SILICO CALCAREO, (CEMENTO-HORMIGON MAS 30% PG (8"max.) (CEMENTO-HORMIGON MAS 25% PG (6"max.) : SOBRECARGA 2do TECHO = 175 kg/m2 1@.15, Rto@.20 6 Ø 1/2" 1/4"d:1@.05,4@.10, 5 5 1.00 8 9 10 11 12 5 d3/8" @.20 5 5 5 5 5 d3/8"@.20 6d 1/2" .30 4 3 2 e=15cm 1 4d 3/8" 4d 3/8" d3/8"@.30 5 1.00 5 5 5 d3/8"@.20 6d 1/2" TERCER TRAMO ESC. 1/20 DE LA ZONA DE CONFINAMIENTO NIV. DE ENCOFRADO EMPALMAR EN DIFERENTES PARTES TRATANDO DE COLUMNA HACER EMPALMES FUERA L h/6 2h/3 h/6 NIV. DE ENCOFRADO DE ESFUERZOS BAJOS CONSIDERANDO ZONAS EMPALMES EN COLUMNAS Y PLACAS LONGITUD DE EMPALMES (L) 3/8"d 0.35 1/2"d 0.45 5/8"d 0.55 L SE EMPALMAN MENOS DEL 50% ESFUERZOS ALTOS PERO QUE CONSIDERANDO ZONAS DE DE LAS VARILLAS COLUMNA LONGITUD DE EMPALMES (L) 3/8"d 1/2"d 5/8"d 0.45 0.60 0.75 RECUBRIMIENTO r a d COLUMNA O VIGA 10 Cm 15 Cm a 3 Cm 3/8" COLUMNA O VIGA 2 Cm d 1/4" r RECUBRIMIENTO DETALLE DE DOBLADO DE ESTRIBOS S/C = 200 Kg/Cm S/C = 200 Kg/Cm S/C = 200 Kg/Cm P L A N T A 4 Ø 3/8" C6 5 5 2Ø1/2" 5 5 3/8"d:1@.05,4@.10, 1@.15, Rto@.20 5 5 1@.15, Rto@.20 1/4"d:1@.05,4@.10, 5 5 ESCALA 1/25 ENDENTADO DE MUROS DE ALBAÑILERIA DETALLE TIPICO DE REFUERZO Y N.F.P. VAR. ESC. 1/25 2 ALAMBRES N°8 CADA 3 HILERAS ESCALA: 1/25 DETALLE CORTE DE CIMIENTOS Nivel de Excavación - 1.20 5 5 5 5 5 DETALLE DE SARDINEL COMPACTADO BRUÑA 1cm. x 1cm. 5 5 CEMENTO + HORMIGON 1:10 + 30 % P.G. MAXIMO 8" CIMIENTO CEMENTO + HORMIGON 1:8 + 25 % P.M. MAXIMO 2" SOBRECIMIENTO 5 <> 5 5 5 lateral 3.0 cm. Junta asismica 5 5 NFP+0.10 5 Terreno ±0.00 4Ø1/2 1Ø3/8"@.20 VIGA DE CIMENTACION 5 5 5 5 lateral 2.5 cm. Junta asismica 5 5 5 5 Nivel de Terreno ±0.00 Nivel de NFP-0.05 \A1;2/3 h h Y 3/4" 0.60 1/6 h Y d 1/2" 0.40 5/8" 0.50 3/8" 0.30 1/6 h EMPALME VERTICAL DE COLUMNAS 5 5 5 5 5 5 NFP+0.10 NFP+0.25 5 5 C C 1 C C 1 CC2 y CC3 CC2 CC3 CC4 CC5 C C 6 C C 6 SOBRECIMIENTO A NIVEL DE FALSO PISO EN CASO DE VANOS BAJAR NIVEL DE SALA - COMEDOR DORMITORIO DORMITORIO DORMITORIO SS.HH. SS.HH. LAVANDERIA COCINA CAR-PORT JARDIN F' G E' D C B A' G F E D 5 <> 1 2 3 A A 2 3 1 B C C 1 C7 C C 2 C C 2 C C 2 C C 2 C C 2 C C 6 C C 1 C C 1 C C 1 C C 1 C C 6 C C 1 C C 1 C C 1 C C 1 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 3 C C 5 C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> C7 C7 C4 C2 C4 C3 C3 C3 C6 C6 C6 C1 C1 C3 C3 C3 C3 C3 C6 C6 V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM V.CIM C C 6 5 C C2 C1 C1 C1 C3 C3 <> 5 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 ZPT-01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.F.P. + 0.25 N.F.P. + 0.10 N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. - 0.05 N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. + 0.25 N.F.P. - 0.05 N.F.P.+ 0.10 N.F.P. + 0.10 5 5 5 C C 1 PLACA PLACA PLACA PLACA PLACA C C 2 C C 6 5 BASE DE ESCALERA C C 4 P L A N T A F' G E' D C B A' G F E D 5 <> 1 2 3 A A 2 3 1 B C7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> C7 C7 C4 C4 C3 C3 C3 C6 C6 C6 C1 C3 C3 C3 C3 C3 C6 C6 5 C C2 C1 C1 C1 C3 C3 <> 5 5 PLACA PLACA PLACA PLACA PLACA 5 5 5 5 5 5 5 5 .15 5 2 Ø 1/2" d1/4" 1@0.05 4@0.10, 2@0.15, R@0.20 V.B. Fierro de temperatura, d 1/4"@.25 Ladrillo hueco de Ceramica de 15x30x30 mm. ESCALA : 1/10 .30 DETALLE DE ALIGERADO h=.20 .025 .20 .10 .05 .10 .30 .10 .15 NOTA: UNA MISMA SECCION. B- EN CASO DE NO EMPALMARSE EN LAS ZONAS CONSULTAR AL PROYECTISTA. 35cm. PARA ø1/2" Y 5/8". C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO \A1;2/3 h h Y 3/4" 0.60 1/6 h Y d 1/2" 0.40 5/8" 0.50 3/8" 0.30 1/6 h EMPALME VERTICAL DE COLUMNAS VIGA VIGA Aligerado Aligerado 5 5 5 5 DETALLE DE ANCLAJE DE COLUMNA NUEVAS 1er PISO Y 2do. PISO VIGA VIGA Aligerado Aligerado 5 5 COLUMNA 2do. PISO .35 COLUMNA 1er PISO COLUMNA 2do. PISO COLUMNA 1er PISO 5 5 5 5 V.B. V.B. A 5 5 5 5 B 5 0.20 5 4 Ø 1/2" d3/8" 1@0.05 4@0.10, 2@0.15, R@0.20 V.A.3 V.A.3 0.30 5 4 Ø 5/8" d3/8" 1@0.05 4@0.10, 2@0.15, R@0.20 V-CH 2 Ø 1/2" V-CH V-CH V-CH V-CH V-CH V-CH V-CH V-CH V-CH V-CH 5 5 5 5 C 5 5 5 5 5 5 D .10 5 2 Ø 1/2" d1/4" 1@0.05 4@0.10, 2@0.15, R@0.20 V.B.a V.B.a V.B.a V.B.a V.B.a V.B.a .15 5 2 Ø 1/2" d1/4" 1@0.05 4@0.10, 2@0.15, R@0.20 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 V.B.01 5 5 4 Ø 5/8" d1/4" 1@0.05 4@0.10, 2@0.15, R@0.20 V-100 V-100 V-100 V-100 V-100 V-100 V-100 2 Ø 1/2" DETALLE CORTES DE VIGAS ESCALA 1/25 LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA VIGAS, L/4 L/3 0.45 0.40 0.40 3/8" m 1.30 1.00 1" 1.15 0.50 0.75 0.60 0.45 5/8" 0.50 3/4" 0.60 0.55 1/2" 0.40 0.40 L/4 h MAYOR VALORES DE m DE 0.30 SUPERIOR INFERIOR h CUALQUIERA ø h MENOR DE 0.30 REFUERZO REFUERZO L/3 L/4 L/4 m L/3

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	armors, autocad, beams, block, concrete, DWG, erdbebensicher strukturen, lightened, reinforced, seismic structures, strukturen

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